JPS607926B2 - Water purification equipment for rivers, etc. - Google Patents

Water purification equipment for rivers, etc.

Info

Publication number
JPS607926B2
JPS607926B2 JP56082141A JP8214181A JPS607926B2 JP S607926 B2 JPS607926 B2 JP S607926B2 JP 56082141 A JP56082141 A JP 56082141A JP 8214181 A JP8214181 A JP 8214181A JP S607926 B2 JPS607926 B2 JP S607926B2
Authority
JP
Japan
Prior art keywords
water
flow
river
plate
furnace
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.)
Expired
Application number
JP56082141A
Other languages
Japanese (ja)
Other versions
JPS57197008A (en
Inventor
龍夫 吉田
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.)
TEISHITSU JOKA KYOKAI
Original Assignee
TEISHITSU JOKA KYOKAI
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 TEISHITSU JOKA KYOKAI filed Critical TEISHITSU JOKA KYOKAI
Priority to JP56082141A priority Critical patent/JPS607926B2/en
Publication of JPS57197008A publication Critical patent/JPS57197008A/en
Publication of JPS607926B2 publication Critical patent/JPS607926B2/en
Expired legal-status Critical Current

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  • Filtration Of Liquid (AREA)

Description

【発明の詳細な説明】 本発明は河川などの自然流水の水質浄化装置に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water purification device for natural flowing water such as a river.

河川水の浄化は我国の水環境の中でもきわめて重要な地
位を占めており、浄化に関する試みは種々行われている
Purification of river water occupies an extremely important position in Japan's water environment, and various attempts are being made to purify river water.

河川水の浄化方法としては、 ィ 河川水をポンプアップして浄化装置にかけ、清澄水
を河川にもどす。
The methods for purifying river water are as follows: - Pump up river water, run it through a purification device, and return the clear water to the river.

ロ 河川水を分流して酸化池に導き、酸化処理後清澄水
を河川にもどす。
(b) Dividing river water and guiding it to an oxidation pond, and returning the clear water to the river after oxidation treatment.

ハ 河川水を自然の流下中においてそのままの状態で浄
化する。
C. Purify river water as it flows naturally.

などの方法がある。There are other methods.

ィ,ロは間接浄化法であり、またハは直接浄化法である
A and B are indirect purification methods, and C is a direct purification method.

しかし、河川は水量が多く、上記し、ずれの方法によっ
て多量の河川水を浄化処理するにしても膨大な機械設備
、スペースを必要とし、また汚濁の進んだ河川水にはほ
とんど実施効果がないものである。特に、都市部を流れ
る河川は近年特に汚染され、魚類の生育も困難な状況で
あり、美観上、環境衛生上からもその浄化の必要性が充
分に認められていながら現実に浄化を実施することが困
難なため、実際の河川において浄化され実績はいまだに
ない。また、水路などの液中に分散している浮遊固形物
質の分離に関して実開昭49一149378号公報は、
被処理液の流れを可及的に整流した流路の一部に一個以
上の炉過部材を液流方向に対して所定の煩斜角を付与し
て配設するとともに該炉過部材に超音波振動子を作用せ
しめるべく配置して音絹を構成し、固形浮遊物質を分離
する装置を提案している。
However, rivers have a large volume of water, and even if a large amount of river water is purified using the methods described above, it requires a huge amount of mechanical equipment and space, and it has little effect on highly polluted river water. It is something. In particular, rivers flowing through urban areas have become particularly polluted in recent years, making it difficult for fish to grow, and although the necessity of purification is fully recognized from aesthetic and environmental hygiene perspectives, it is difficult to actually carry out purification. Due to the difficulty of cleaning, there is no record of purification in actual rivers. Furthermore, Japanese Utility Model Application Publication No. 49-149378 describes the separation of suspended solids dispersed in liquids such as waterways.
One or more filtering members are arranged at a predetermined oblique angle with respect to the liquid flow direction in a part of the flow path in which the flow of the liquid to be treated is rectified as much as possible. We have proposed a device that separates solid suspended substances by arranging sonic vibrators to act on them to form a sound silk.

この装置では炉過部材で液を炉過し、炉過部材に残留す
る固形浮遊物質の流れのエネルギーと超音波振動エネル
ギーのベクトル和の作用力によって(炉過部材の傾斜角
度と超音波のかけかたによって)浮上分離もしくは凝集
沈澱する方法をとっている。
In this device, the liquid is filtered by the filtering member, and the acting force of the vector sum of the energy of the flow of solid suspended solids remaining in the filtering member and the ultrasonic vibration energy (the inclination angle of the filtering member and the way the ultrasonic waves are applied) is used. (by flotation) or coagulation and sedimentation.

この装置は流路を炉過部材で遮断する方法を取り、液流
をすべて炉過部材で炉遇する方法をとっているので河川
水などの自然の流水の水質浄化には適しない種々な欠点
がある。
This device uses a method in which the flow path is blocked by a filtering member, and the entire liquid flow is treated with the filtering member, so it has various drawbacks that make it unsuitable for water purification of natural flowing water such as river water. There is.

すなわち、ィ 魚類等の上流から下流、下流から上流へ
の遊泳移動を防げること。
In other words, (a) Preventing the swimming movement of fish, etc. from upstream to downstream, and from downstream to upstream.

ロ 固形物を凝集沈澱させる場合に例を取ると、浮遊固
形物が炉過部材の前の下方部に凝集沈澱するが炉過部材
が水路底面に位置しているため液流により炉過部材の下
方部は目づまりをおこしやすく液流の流れを悪くし、更
に流れを止める恐れがあり、その結果液流は炉過部村の
上部を流れるようになり炉過部村の炉過効率を低下させ
る。
(b) For example, when solids are coagulated and precipitated, suspended solids coagulate and precipitate in the lower part in front of the filter member, but since the filter member is located at the bottom of the waterway, the liquid flow causes the filter member to The lower part is prone to clogging, which impedes the flow of liquid and may even stop the flow.As a result, the liquid flow will flow above the furnace, reducing the efficiency of the furnace. .

更に凝集沈澱した固形物により炉過部材が損傷を受けや
すい。等の欠点を有していた。
Furthermore, the filter member is likely to be damaged by the coagulated and precipitated solids. It had the following drawbacks.

本発明は河川などの流水を自然の水流中において浄化し
、水流中の不純物を炉過、沈澱せしめて清澄水を流水可
能とした水質浄化装置を提供することを目的とする。
An object of the present invention is to provide a water purification device that purifies running water such as a river in a natural water stream, filters and precipitates impurities in the water stream, and allows clear water to flow.

そして本発明は、側壁および水底を有する流水径路と、
その流水径路内に水流方向に対向して間隔をおいて設け
た水面に没する複数の仕切板と、該仕切板で区画された
流水径路内に設けた上端が上流側仕切板の上方に位置し
下端が仕切板の上端より低い位置で且つ下流側仕切板お
よび水底から間隔をおいて位置する複数の傾斜状炉過板
よりなることを特徴とする河川などの水質浄化装置を要
旨とするものである。
The present invention also provides a water flow path having a side wall and a water bottom;
A plurality of partition plates that are submerged in the water surface are provided in the water flow path at intervals in the water flow direction, and the upper end of the water flow path that is partitioned by the partition plates is located above the upstream partition plate. A water purification device for rivers, etc., comprising a plurality of slanted filter plates whose lower ends are lower than the upper ends of the partition plates and are spaced apart from the downstream partition plate and the water bottom. It is.

以下図面に基づいて、本発明を詳細に説明する。The present invention will be explained in detail below based on the drawings.

第1図および第2図は本発明の一実施例を示す装置の平
面図および側面よりみた断面図を示し、同図に示すよう
に自然流水中に側壁1と水底2で区画された流水径路3
を設置する。
FIGS. 1 and 2 show a plan view and a cross-sectional view from the side of an apparatus showing an embodiment of the present invention, and as shown in the figures, a flowing water path divided by a side wall 1 and a water bottom 2 in natural flowing water is shown. 3
Set up.

流水径路3内に水流方向に対向して複数の仕切板4を間
隔をおいて設置する。こられらの仕切板4は水底2上に
立設して上端は水面下にあり両側は側壁1に達している
。この側壁1は金属板、プラスチック板、コンクリート
板等によって形成され、その上端は仕切板4より上方に
位置しているが、河川の幅全体を流水径路3とした場合
には両側護岸の岸壁自体を側壁として使用し得る。隣合
う仕切板4の間には傾斜状炉過板5が設置される。
A plurality of partition plates 4 are installed at intervals in the water flow path 3 so as to face each other in the water flow direction. These partition plates 4 are erected on the water bottom 2, their upper ends are below the water surface, and both sides reach the side walls 1. This side wall 1 is formed of a metal plate, a plastic plate, a concrete plate, etc., and its upper end is located above the partition plate 4. However, if the entire width of the river is used as the water flow path 3, the quay walls of both sides of the bank can be used as side walls. An inclined furnace plate 5 is installed between adjacent partition plates 4.

この炉過板5は金属製或いはプラスチック製等の堅牢な
矩形状枠体に炉布を張設したものであって、両側壁1の
間において一端は上流側仕切板4において水面付近もし
くは水面上に位置させ、また池側は仕切板4の上端より
低い位置で且つ下流側仕切板4および水底2から間隔を
おいて水中に位置させて煩斜させてあり、水中他端上に
は仕切板4とほぼ同一高さの小仕切板6を突設して下流
側仕切板4と小仕切板6間に上昇流径路7を形成する。
前記炉布は合成繊維製の不織布、織布、編布、などが使
用され、天然繊維、無機質繊維またカーボン繊維等を使
用することができるが、いずれも水の通過が良好なもの
であることを必要とする。合成繊維は例えばポリアミド
、芳香族ポリアミド、ポリィミド、ポリエステルトビニ
ロン、アクリル、ポリプロピレン、塩化ビニール、塩化
ビリニデンなどの一種または二種以上が使用され、これ
ら合成繊維とともに天然繊維、無機質繊維、カーボン繊
維を併用することも可能である。特にポリプロピレン製
不織布を炉布として使用した時単に水中の懸濁物質(S
S)を除去するのみでなく水中に浮遊する油分の除去に
も有効である。この炉布は交換することが出来るように
しておくとよい。また前記小仕切板6は省略することも
できる。前記仕切板4を立設する水底2は河川の自然水
底を利用してもよくまたコンクリートを打設して水底を
形成し、平坦面としてもよい。
The furnace plate 5 is made of a sturdy rectangular frame made of metal or plastic and covered with a furnace cloth, and one end is located between the both side walls 1 near or above the water surface at the upstream partition plate 4. The pond side is located in the water at a lower level than the upper end of the partition plate 4 and at a distance from the downstream side partition plate 4 and the water bottom 2, and is inclined. A small partition plate 6 having approximately the same height as 4 is provided protrudingly to form an upward flow path 7 between the downstream side partition plate 4 and the small partition plate 6.
The furnace cloth is made of synthetic fibers such as non-woven fabrics, woven fabrics, knitted fabrics, etc. Natural fibers, inorganic fibers, carbon fibers, etc. can be used, but all of them must have good water passage. Requires. For example, one or more types of synthetic fibers such as polyamide, aromatic polyamide, polyimide, polyester tovinylon, acrylic, polypropylene, vinyl chloride, and vinylidene chloride are used, and natural fibers, inorganic fibers, and carbon fibers are used in combination with these synthetic fibers. It is also possible to do so. In particular, when polypropylene nonwoven fabric is used as a furnace cloth, suspended solids (S) in water are simply
It is effective not only for removing S) but also for removing oil floating in water. It is a good idea to make it possible to replace this furnace cloth. Moreover, the small partition plate 6 can also be omitted. The water bottom 2 on which the partition plate 4 is erected may be a natural bottom of a river, or may be formed by pouring concrete to form a flat surface.

更に水底2を金属製底板で作り、その両側上に側壁1を
一体に立設し、両側壁1両端部間には側壁1よりも低位
層で底坂上に仕切板4を対向設置し、両仕切板4間に炉
過板5を設けて一体とした装置にしてもよい。このよう
な装置にしておくと移動設置が容易なものとなる。水底
2は平坦であってもよく、また第2図鎖線に示すように
流水中の懸濁物質(SS)の沈降を促進しまた沈降SS
の濃縮を容易にするため水底に勾配8を形成し、また凹
状溝9を形成してもよい。
Further, the water bottom 2 is made of a metal bottom plate, side walls 1 are integrally erected on both sides of the bottom plate, and partition plates 4 are installed oppositely on the bottom slope between both ends of the side walls 1 at a lower level than the side walls 1. A furnace plate 5 may be provided between the partition plates 4 to form an integrated device. Such a device makes it easy to move and install. The water bottom 2 may be flat, and may promote the settling of suspended solids (SS) in the flowing water, as shown by the chain line in Fig.
In order to facilitate the concentration of water, a slope 8 may be formed at the bottom of the water, and a concave groove 9 may also be formed.

前記炉過板5は傾斜状に固定可能であってもよいが、例
えば炉過板5の上部側を支点として、河川水の流速に応
じて傾斜角度を可変としてもよい。
The furnace plate 5 may be fixed in an inclined manner, but the angle of inclination may be variable depending on the flow rate of river water, for example, with the upper side of the furnace plate 5 as a fulcrum.

また炉過板5を上下自在に調節できるようにしておくこ
ともできる。河川水などの水質浄化は本発明の装置に河
川水を流水することにより行うことができる。
Further, the furnace plate 5 can be freely adjusted up and down. Water quality purification of river water and the like can be carried out by flowing river water through the apparatus of the present invention.

すなわち、河川の水流が両側壁1間の流水径路3内に入
ると流水は上流側仕切板4と炉過板5間から導入され、
炉過板5に衝突する。この炉過板5により流水は煩斜面
により強制下向流となり、一部は炉過板5を通過し、水
中の懸濁物質(SS)、油分等が炉過板5に捕捉され浄
化水となって流れる。下向流水中に含有される懸濁物質
(SS)は沈降が促進され、底部において水の汚濁物質
度を上昇させる。ここにおいて比重の重い汚濁物は沈み
、汚濁物の減った浄化された水が上昇して仕切板4上を
越え、炉過板5を通過した清浄水とともに下流へ流出す
る。第2図に示すように、河川水の速度をVとすれば、
仕切板4および炉過板5間において流速は分速Vをを生
ずる。
That is, when the water flow of the river enters the flowing water path 3 between the side walls 1, the flowing water is introduced from between the upstream partition plate 4 and the furnace plate 5,
It collides with the furnace plate 5. Through this furnace plate 5, the flowing water is forced to flow downward due to the complicated slope, and a part of the water passes through the furnace plate 5, and suspended solids (SS), oil, etc. in the water are captured by the furnace plate 5 and converted into purified water. It flows. Suspended solids (SS) contained in the downward flowing water are promoted to settle and increase the pollutant level of the water at the bottom. Here, contaminants with heavy specific gravity sink, and purified water with reduced contaminants rises, passes over the partition plate 4, and flows downstream together with the clean water that has passed through the furnace plate 5. As shown in Figure 2, if the velocity of river water is V, then
The flow velocity between the partition plate 4 and the furnace plate 5 is V per minute.

汚濁物粒子は沈降速度Wを有し、地球の重力方向に沈降
する。分速Vは下向流であるので汚濁物の沈降を促進助
長する。従って、比重の重い汚濁物は重力に逆らって上
昇し難いが、比重の軽い水は上昇し、清澄水のみが流出
して汚濁物のみが汝積されることになる。沈積する汚濁
物質は定期的に真空ポンプ等により吸い上げ除去すれば
よい。
The pollutant particles have a settling velocity W and settle in the direction of the Earth's gravity. Since the minute velocity V is a downward flow, it promotes the settling of pollutants. Therefore, pollutants with heavy specific gravity are difficult to rise against gravity, but water with light specific gravity rises, and only clear water flows out and only pollutants are accumulated. The deposited pollutants can be periodically sucked up and removed using a vacuum pump or the like.

本発明の装置は、炉過板5が二個以上(即ち仕切板4が
三個以上)設けたものであるから、これにより上記の浄
化システムが繰り返されるので水質の浄化をより向上さ
せることができる。
Since the device of the present invention is provided with two or more furnace plates 5 (that is, three or more partition plates 4), this allows the above purification system to be repeated, thereby further improving water quality purification. can.

仕切板4、炉過板5を複数台連設し、その台数が増加す
る程汚濁物質を含む水流が下向流・上昇流を繰り返すこ
とにより流水路が長くまた水流が緩やかになり、バクテ
リヤ、菌等による有機物質等の消化を助長するのでBO
D,COD等も改善することができる。
A plurality of partition plates 4 and furnace plates 5 are installed in series, and as the number of partition plates 4 and furnace plates 5 increases, the water flow containing pollutants repeats downward and upward flow, making the flow channel longer and the water flow slower. BO promotes the digestion of organic substances by bacteria, etc.
D, COD, etc. can also be improved.

本発明の装置は、上述したように流水径路内に仕切板と
傾斜状炉過板を縫合せて設けるとにより流水を一様に流
しながら流水を源過板を通過する水流と炉過板を通過し
ない懸濁質(固形分)を含む水流に分け、この懸濁質を
含む水流を炉過板に沿った下向流とし炉過板の下端と水
底との間を通過させることにより懸濁質の凝集沈降を促
進し懸濁質の薄くなった浄化された水流が上昇流となり
炉過板を通過した水流と合流して次の仕切板を溢流する
ようにし、このような操作を流水に繰り返して与えるこ
とにより流水の一様な流れの中で流水の水質を浄化する
ようになっている。
As described above, the device of the present invention has a partition plate and an inclined furnace plate sewn together in the running water path, thereby allowing the flowing water to flow uniformly and separating the water flow passing through the source plate and the furnace plate. The water stream containing suspended solids is divided into water streams containing suspended solids (solids) that do not pass through, and the water stream containing suspended solids is made to flow downward along the furnace plate and is suspended by passing between the lower end of the furnace plate and the water bottom. The purified water flow, which promotes coagulation and sedimentation of suspended solids and becomes thinner, becomes an upward flow, merges with the water flow that has passed through the furnace plate, and overflows the next partition plate. By repeatedly applying it, the quality of running water is purified in a uniform flow of water.

本発明の装置は、 ィ 炉過板と水底との間を開けてあるので魚類の上流か
ら下流、下流から上流への遊泳移動を自由に行うことが
できる。
The device of the present invention has the following features: (i) Since there is an opening between the furnace plate and the water bottom, fish can freely swim from upstream to downstream and from downstream to upstream.

ロ 雨水等により河川水が増水したり、河川水の汚濁が
著しく増加したりまた流速が速くなっても炉過板と水底
の間に水流を確保しているので流水を阻害しない。
(b) Even if the river water increases due to rainwater, etc., the pollution of the river water increases significantly, or the flow speed increases, the water flow is secured between the furnace plate and the bottom of the water, so the water flow will not be impeded.

また士砂等の沈降があっても炉過板に損傷を与えること
ができない。ハ 有機物質の汚泥を含む流水などでは汚
濁水の水流が下向流、上昇流を繰り返すことにより凝集
沈降しやすくなるでけでなく径路が長くなり流れも緩や
かになり、バクテリャ、菌等による有機物の消化を助長
するのでBOD,COD等も改善することができる。
In addition, even if sand or the like settles, the furnace plate will not be damaged. C. In running water containing organic sludge, the flow of polluted water repeats downward and upward flow, which not only makes it easier to coagulate and settle, but also makes the path longer and the flow slower, resulting in organic matter caused by bacteria, fungi, etc. Since it promotes digestion, it can also improve BOD, COD, etc.

ニ 炉過板の基材の炉布にポリプロピレン製不織布を用
いることにより水面や水面近くに流れる沈降し‘こくい
懸濁物微粒子だけでなく浮遊する油分等を炉過板によっ
て効率よく補集することができる。
D. By using a polypropylene non-woven fabric as the base material of the furnace plate, the furnace plate can efficiently collect not only the settled and thick suspended particles flowing on or near the water surface, but also floating oil, etc. be able to.

ホ 保守が容易である。E. Easy maintenance.

等々の優れた特徴、効果を有している。It has other excellent features and effects.

次ぎに本発明の実施例について説明する。Next, examples of the present invention will be described.

第3図は本発明実施例に使用した装置の概要を示す側断
面図である。
FIG. 3 is a side sectional view showing an outline of the apparatus used in the embodiment of the present invention.

同図において矢印は水流を示し、また■,■,■,■・
・・・・・・・・,■,、■は水質測定点を示す。
In the same figure, arrows indicate water flow, and ■, ■, ■, ■・
......,■,,■indicate water quality measurement points.

本装置は河川中に設置後2時間後に第一回の孫水、6時
間後に第二回目の採水を行い水質試験をした。試験項目
はPH,SS,D○,BOD,COD、n‐へキサン等
である。また、炉過板に使用した炉布はポリプロピレン
製不織布(三井石油化学■製の商品名タフネル)である
。表1は第1回目および第二回目の孫水時にえける下記
の分析方法による試験結果を示すものである。
After this device was installed in the river, water was sampled for the first time two hours later, and water was sampled for the second time six hours later for water quality testing. Test items include PH, SS, D○, BOD, COD, n-hexane, etc. The furnace cloth used for the furnace plate was a polypropylene nonwoven fabric (trade name: Toughnel, manufactured by Mitsui Petrochemical Co., Ltd.). Table 1 shows the test results obtained during the first and second tests using the following analysis method.

表 1 分析方法 PH・JISK OI02 8による。Table 1 Analysis method According to PH・JISK OI02 8.

SS・環境庁告示第64号GEP法による。According to SS/Environment Agency Notification No. 64 GEP Law.

D○・JIS K OI0224.3による。BOD・
JIS K OI0216による。COD・JISK
OI0213による。n‐へキサン・環境庁告示第64
号液−液抽出法による。
D○・According to JIS K OI0224.3. B.O.D.・
According to JIS K OI0216. COD・JISK
According to OI0213. n-Hexane/Environment Agency Notification No. 64
By liquid-liquid extraction method.

測定値の解析 第1回目の測定と第2回目の測定の各測定点のSS(の
9/Z)を測定位置に対して託すと表2、表3のように
なる。
Analysis of Measured Values When the SS (9/Z) of each measurement point of the first measurement and the second measurement is assigned to the measurement position, Tables 2 and 3 are obtained.

表 2 同表において、■,■,■,■,……,■,■は第4図
の■,■,■,■,…・・・,■,■の位置を示し、カ
ッコ内数字は測定したSS(収9/〆)の数値である。
Table 2 In the same table, ■, ■, ■, ■, ..., ■, ■ indicate the position of ■, ■, ■, ■, ......, ■, ■ in Figure 4, and the numbers in parentheses are This is the measured value of SS (Yield 9/〆).

この結果■→■,■→■,■→■,■→■にかけてSS
の濃縮が行なわれていることが分かり、また■→■,■
→■,■→■,■→■では明らかにSSの減少がみられ
る。■,■,■地点における炉過水による稀釈もあるが
、■,■,■,■地点においてSSが効率よく沈降濃縮
していくことが判る。濃縮率を■→■の過程で計算する
と表4となる。
As a result, SS
It was found that the concentration of
A clear decrease in SS is seen in →■, ■→■, and ■→■. It can be seen that although there is some dilution due to reactor water at points ■, ■, and ■, SS is efficiently sedimented and concentrated at points ■, ■, ■, and ■. Table 4 is obtained when the concentration ratio is calculated in the process of ■→■.

表4 これにより濃縮は明らかなものとなる。Table 4 This makes the concentration obvious.

この濃縮率は各セクションにわたって計算し表2、表3
に示してある。これらの値は1.23〜1.41を示し
ている。また、清浄比を■→■の過程で計算する。
This enrichment factor was calculated across each section in Tables 2 and 3.
It is shown in These values show 1.23-1.41. In addition, the cleanliness ratio is calculated in the process of ■→■.

■のSS濃度を■のSS濃度で割って求めると第1回目
0.748第2回目0.748となる。同様にして表2
、表3から各セクションの清浄比を求めると、0.56
〜0.748の値を示す。本実施例装置全体の浄化比を
求孫と、第・回目篭=〇.620鰍回目篭=0.625
となる。この値は流速が0.42〜0.43肌/sec
のもとで達成されたもので大きな成果である。また本装
置を通過する時間はt=(140十5の×山伽)=17
.67Sec4父伽/sec)で約1万砂である。
Dividing the SS concentration of (2) by the SS concentration of (2) yields 0.748 for the first time and 0.748 for the second time. Similarly, Table 2
, the cleanliness ratio of each section is determined from Table 3 and is 0.56.
It shows a value of ~0.748. The purification ratio of the entire device of this embodiment is calculated as follows: 1st time = 0. 620 salmon times = 0.625
becomes. This value indicates a flow rate of 0.42 to 0.43 skin/sec.
This is a major accomplishment. Also, the time to pass through this device is t = (140 x 5 x Yamaga) = 17
.. It is about 10,000 sand in 67Sec4Chiga/sec).

第4図及び第5図は表1の測定結果のSSと80Dを測
定位置に対してブロットしたものである。
4 and 5 are blots of SS and 80D of the measurement results shown in Table 1 with respect to the measurement positions.

河川水の浄化にあたってSS濃度とともにBOD濃度が
問題となるが、このBOD濃度については次式が設定さ
れている。
In purifying river water, BOD concentration is an issue as well as SS concentration, and the following formula is set for this BOD concentration.

D=D。D=D.

e‐(k,川3)tここで、 D=BOD濃度 k,=脱酸素係数 k3=沈澱によるBOD減少係数 を意味する。e-(k, river 3)t where, D=BOD concentration k, = oxygen removal coefficient k3 = BOD reduction coefficient due to precipitation means.

k,十k3の値が大きいほどBODの改善が期待できる
ものであり、本発明によればk3の値が大きくなるため
k,十k3の値は非常に大きくなる。
The larger the value of k, k3, the more improvement in BOD can be expected, and according to the present invention, as the value of k3 increases, the value of k, k3 becomes extremely large.

k,十k3の値は河川の状況によって異なるが通常0.
05〜0.51/dの値であるのに対し本発明によると
きは501′dという値を得るのに成功した。上記する
本発明によれば河川の自然流水中において水を浄化、清
澄し、効率よく流水中のSSを除去でき、同時にBOO
,CODの低減を図ることができる。
The values of k and k3 vary depending on the river conditions, but are usually 0.
While the value was 0.05 to 0.51/d, the present invention succeeded in obtaining a value of 501'd. According to the present invention described above, it is possible to purify and clarify water in natural flowing water of a river, efficiently remove SS from flowing water, and at the same time, BOO
, COD can be reduced.

特に流水中の沈降し‘こくい懸濁物微粒子、浮遊する油
分等は炉過板によって補集可能であり、浄化効率の良好
なものである。
In particular, sedimented and thick suspended particles, floating oil, etc. in the flowing water can be collected by the furnace plate, and the purification efficiency is good.

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

第1図は本発明装置の平面図、第2図は同側面よりみた
断面図、第3図は本発明の実施例に使用した装置の概要
を示す側断面図、第4図および第5図は実施例にもとず
〈SS濃度、80D濃度の測定点におけるプロット図で
ある。 図において1は側壁、2は水底、3は流水径路、4は仕
切板、5は炉過板、6は小仕切板、7は上昇流径路であ
る。 第1図 第2図 第3図 第4図 第5図
Fig. 1 is a plan view of the device of the present invention, Fig. 2 is a sectional view seen from the same side, Fig. 3 is a side sectional view showing an outline of the device used in the embodiment of the present invention, and Figs. 4 and 5. is a plot diagram at measurement points of SS concentration and 80D concentration based on Examples. In the figure, 1 is a side wall, 2 is a water bottom, 3 is a flowing water path, 4 is a partition plate, 5 is a furnace plate, 6 is a small partition plate, and 7 is an upward flow path. Figure 1 Figure 2 Figure 3 Figure 4 Figure 5

Claims (1)

【特許請求の範囲】[Claims] 1 側壁および水底を有する流水径路と、その流水径路
内に水流方向に対向して間隔をおいて設けた水面に没す
る複数の仕切板と、該仕切板で区画された流水径路内に
設けた上端が上流側仕切板の上方に位置し下端が仕切板
の上端より低い位置で且つ下流側仕切板および水底から
間隔をおいて位置する複数の傾斜状濾過板よりなること
を特徴とする河川などの水質浄化装置。
1. A running water path having a side wall and a water bottom, a plurality of partition plates provided in the running water path at intervals in the water flow direction and submerged in the water surface, and a running water path provided in the running water path divided by the partition plates. A river, etc., characterized by comprising a plurality of slanted filter plates, the upper end of which is located above the upstream partition plate, the lower end of which is located at a position lower than the upper end of the partition plate, and which is spaced apart from the downstream partition plate and the water bottom. water purification equipment.
JP56082141A 1981-05-29 1981-05-29 Water purification equipment for rivers, etc. Expired JPS607926B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56082141A JPS607926B2 (en) 1981-05-29 1981-05-29 Water purification equipment for rivers, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56082141A JPS607926B2 (en) 1981-05-29 1981-05-29 Water purification equipment for rivers, etc.

Publications (2)

Publication Number Publication Date
JPS57197008A JPS57197008A (en) 1982-12-03
JPS607926B2 true JPS607926B2 (en) 1985-02-28

Family

ID=13766147

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56082141A Expired JPS607926B2 (en) 1981-05-29 1981-05-29 Water purification equipment for rivers, etc.

Country Status (1)

Country Link
JP (1) JPS607926B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007237078A (en) * 2006-03-08 2007-09-20 San Green:Kk River water filtration apparatus
CN104944615B (en) * 2015-05-23 2017-12-19 浙江益立胶囊股份有限公司 Hard shell capsules wastewater treatment equipment

Also Published As

Publication number Publication date
JPS57197008A (en) 1982-12-03

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