JP3787728B2 - River purification equipment - Google Patents

River purification equipment Download PDF

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Publication number
JP3787728B2
JP3787728B2 JP06705296A JP6705296A JP3787728B2 JP 3787728 B2 JP3787728 B2 JP 3787728B2 JP 06705296 A JP06705296 A JP 06705296A JP 6705296 A JP6705296 A JP 6705296A JP 3787728 B2 JP3787728 B2 JP 3787728B2
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JP
Japan
Prior art keywords
filtration chamber
water
river
inlet
weir
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JP06705296A
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Japanese (ja)
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JPH09228338A (en
Inventor
透 弘中
和雄 寺田
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Hokoku Kogyo Co Ltd
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Hokoku Kogyo Co Ltd
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Priority to JP06705296A priority Critical patent/JP3787728B2/en
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    • 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

Description

【0001】
【発明の属する技術分野】
河川に流れ込む水は前処理を行って浄化され合流されるようになっているが、流入する水量が多くなってくると汚染は免れない。本発明は、このような河川の浄化装置にかかるものである。
【0002】
【従来技術】
従来の浄化装置には護岸の空き地(河川敷等)を利用して装置を設置し水質を浄化させようとするものがある。一例として、上流側に連通する散水管を空き地に埋設してこの土壌に水を浸透させ、散水管に沿って埋設した集水管を下流側に連通させ、土壌に浸透した水を回収して下流に流すようにしたものである(特開平3−262595号公報参照)。あるいは、河川敷にバイパス水路を形成させ、水路中に活性化石灰を設置する方式もある(特開昭48−53554号公報参照)。
【0003】
また、河川水路内に、直接、ポーラス状のセラミックス接触材を、河川を横断するように堰体状にして固着したものがある(特開昭61−230787号公報参照)。このほかにも、河川水路の水中に設置するものとして、平板網状の水処理用接触材の一端を河床に係着させ、他端に浮体を装着して水中に起立させるようにしたものがある(実公平7−43156号公報参照)。この水処理用接触材は浮体により水位にしたがって変動するようになっている。
【0004】
【発明が解決しようとする課題】
しかしながら、前述した河川側方の空き地に散水管および集水管を配列して埋設することは、かなりの設置スペースを必要とし、近年、空き地が道路や宅地になってくるので設置条件の合う箇所も少なくなってきており、設置場所の確保が困難な場合がある。
一方、河川水路の水中に浄化用接触材を設置するものでは、洪水時、流水の妨げとなる。また、浮体によって水処理用接触材を水中に立たせていると、水流が強い場合、例えば洪水時、水処理用接触材が大きく傾倒するが、流下物がその上を通り、塵芥及び転石等で接触材の破損や、土砂等の堆砂により埋没し、初期の機能を損なう虞があり、このため維持管理費が高価となる。
【0005】
したがって、本発明は、河川外の新たな設置スペースを必要とせず、流水の流れを阻止しないように、水処理用接触材を有効な箇所に配設するようにした河川の浄化装置を提供することを目的とする
【0006】
【課題を解決するための手段】
本発明に係る河川の浄化装置は、起伏堰を設置して形成した貯水池の河床の地下に接触ろ過室を設け、前記起伏堰の上流側水路に前記接触ろ過室の入口を開口すると共に該入口にスクリーンを取り付け、前記起伏堰の下流側水路に前記接触ろ過室の出口を開口すると共に該出口にスクリーンを取り付け、前記接触ろ過室に水処理接触材を収容したことを特徴とする。
また、本発明に係る河川の浄化装置は、上記の構成において、起伏堰の上流側河床に接触ろ過室の入口を設け、第2の起伏堰を、倒伏時に前記入口を閉鎖するように入口の直上流側に設けたことを特徴とする。あるいは、接触ろ過室の入口を貯水池側壁に設けたことを特徴とする。
【0007】
【発明の実施の形態】
本発明に係る河川の浄化装置は起伏堰により貯水池を形成させ、貯水池水位を利用して河床の地下に設けた接触ろ過室に水を流して浄化し、接触ろ過室を通った水を下流に流すようにしたものである。起伏堰にはシリンダで作動させる鋼板の堰体を使用したものや空気式のゴム堰を使用したものがある。
接触ろ過室の前後には入口および出口を開口させ、入口および出口のそれぞれにはスクリーンが設けられ、内部に装填された水処理用接触材が流れ出さないようにされている。また、洪水時には接触ろ過室内への水の流入を防止するように第2の起伏堰の倒伏によって入口を塞ぐようにしている。
【0008】
【実施例】
以下、本発明の実施例を添付図面に基づいて説明する。図1、図2に示すように、河川の下流側および上流側に設けられた2つの起伏堰2,3は河床4に取り付けられた回動軸5,6によって鋼板7,8を回動自在に設け、鋼板7,8はそれぞれシリンダ(図示略)によって起伏駆動されるようになっている。この起伏堰2,3はゴム堰でも良いことは勿論である。また、河床4は高低差が取れる地形であるので、起伏堰2,3の下流側は低くされ、上流側の起伏堰3の直下流の河床4には、地下に形成した接触ろ過室9の入口10が開口し、下流側の起伏堰2の下流側には、河床4の段差部の壁面に接触ろ過室9の出口11が開口している。
【0009】
接触ろ過室9の入口10および出口11にはスクリーン12,13が設けられ、接触ろ過室9の内部に、比重が水より小さい樹脂性のキュービック形状の水処理用接触材14が収納されている。また、出口11には流量調節ゲート15が設けられており、接触ろ過室9の床部には曝気用配管16が敷設され、護岸の送風機17と連結されている。なお、符号18は水位計である。
【0010】
以上のように設置した河川の浄化装置において、上流側起伏堰3は、常時、上流側に堆砂19させ、浄化装置内への流砂を防止すると共に、洪水時には、倒伏して浄化装置内へ砂が入るのを防ぐものである。下流側起伏堰2は、常時、貯水して貯水池を形成し、河川1の流速を遅くして土砂浮遊物質等の沈殿作用を支援するものである。また、流量調節ゲート15は、水位計18の測定値で自動調節され、常時、河川流量の変化に対し、流量小のときは、この流量調節ゲート15の開度を小さくし、接触ろ過室9での滞溜時間を大きくし浄化度を大きくする。流量が大になると、流量調節ゲート15の開度を大きくして、下流側起伏堰2よりの越流を防止する。
【0011】
河川1の水は上流側起伏堰3を越えて入口10から接触ろ過室9の水処理用接触材14に到達し、流下中に浄化され、出口11から下流へ流れる。このとき、塵芥等の浮遊物はスクリーン12によって入り込まず、また、スクリーン12,13が出入口に配されているので流水によって水処理用接触材14が流出することはない。
【0012】
また、小洪水時(常時貯水深から倒伏水深の水位)には、流量調節ゲート15を全開にし、接触ろ過室9の流量を大として浄化する。ただし、大洪水時には、水に土砂等を多く含んでいるため、流量調節ゲート15を全閉にし、接触ろ過室9内には水を流下させないようにする。
また、起伏堰がゴム堰の場合、この設備の送風機を曝気用に利用できるので設備費を節約することができる。
【0013】
水処理用接触材14の取り替えについて説明する。スクリーン12および13を取り外して上流より接触ろ過室9に水を流すと、比重の小さいキュービック形状の水処理用接触材14が水と一緒に押し流される。その後、下流側のスクリーン13を出口11に固定して入口10から水処理用接触材14を水と一緒に投入し、上流側のスクリーン12を入口10に固定する。
【0014】
このように、浄化装置を下流側の起伏堰2により形成される貯水池の河床4の地下に設けることにより、設置スペースの確保が簡単であり、また、上下流の水位差を利用して水処理用接触材14の取り替え等が容易となる。また、従来と比べても、水処理用接触材14の破損の心配がなく、河川の流下断面の阻害はないものである。
【0015】
図3に示すように、河床4の高低差がない箇所に浄化装置を設置する場合、下流側および上流側に設けられた2つの起伏堰2,3が倒伏したときに収容される凹部20,20を床面に形成し、この凹部20,20に接触ろ過室9の出入口10,11を設け、河床4の地下に接触ろ過室9を設ける。この場合、下流側の起伏堰2によって貯水池の水位が下流側水位より高くなるので、接触ろ過室9に流れる水量は十分確保される。
【0016】
図4、図5に示す浄化装置は、起伏堰2の上流の側壁21に接触ろ過室9の入口22を形成したもので、図1〜図3に示す入口10を封鎖する起伏堰を廃止したものである。この起伏堰2の下方の地下接触ろ過室9が設けられ、起伏堰2の下流の河床4の段差部に出口11が形成されている。この浄化装置では、1つの起伏堰2を操作するので図1〜図3に示す浄化装置より操作が簡単である。
【0017】
【発明の効果】
本発明は以上のように構成したので、河川の側方に空き地がなくても起伏堰により形成される貯水池の河床の地下に接触ろ過室を設けるので、設置スペースの確保が容易となり、また、上下流の水位差を利用して、接触ろ過室に流水を誘導し水処理用接触材と接触させるので、効率も良いものである。また、この流水を利用して水処理用接触材の取り替え作業が簡単になる。
また、従来の浄化装置と比べて、水中に設けていないので、流下物による水処理用接触材の破損はなくなり、河川の流下断面も広く有効に使用できるものである。
【図面の簡単な説明】
【図1】 本発明による実施例の浄化装置の側断面図である。
【図2】 図1に示す装置の正面図である。
【図3】 図1に示す装置の河床に段差のない場合の構成を示す側断面図である。
【図4】 他の実施例の浄化装置の側断面図である。
【図5】 図4に示す装置の正面図である。
【符号の説明】
2,3 起伏堰
4 河床
9 接触ろ過室
10 入口
11 出口
12,13 スクリーン
14 水処理用接触材
21 貯水池側壁
[0001]
BACKGROUND OF THE INVENTION
The water that flows into the river is purified and joined by pretreatment, but pollution is inevitable when the amount of water flowing in increases. The present invention relates to such a river purification apparatus.
[0002]
[Prior art]
Some conventional purification devices attempt to purify water by installing a device using a vacant land (river bed, etc.) on the revetment. As an example, a sprinkling pipe communicating with the upstream side is buried in a vacant land and water is infiltrated into this soil, a water collecting pipe buried along the sprinkling pipe is communicated with the downstream side, and the water penetrating the soil is recovered and downstream (See JP-A-3-262595). Alternatively, there is a method in which a bypass water channel is formed in a river bed and activated lime is installed in the water channel (see Japanese Patent Laid-Open No. 48-53554).
[0003]
In addition, there is a material in which a porous ceramic contact material is fixed in the form of a dam so as to cross the river directly in the river channel (see JP-A-61-230787). In addition to this, there is one that is installed in the water of a river channel such that one end of a plate-like water treatment contact material is attached to the river bed, and a floating body is attached to the other end so that it stands up in the water. (See Japanese Utility Model Publication No. 7-43156). The contact material for water treatment is changed according to the water level by the floating body.
[0004]
[Problems to be solved by the invention]
However, it is necessary to arrange a sprinkler pipe and a water collecting pipe in the vacant land on the side of the river, which requires a lot of installation space. In recent years, vacant land has become roads and residential land, so there are places where the installation conditions match. It is becoming less and it may be difficult to secure the installation location.
On the other hand, in the case where the contact material for purification is installed in the water of the river channel, it becomes an obstacle to running water in the event of a flood. In addition, if the water treatment contact material stands in the water by the floating body, when the water flow is strong, for example, during flooding, the water treatment contact material is greatly inclined, but the falling material passes over it, and dust, rolling stones, etc. There is a risk that the contact material may be damaged or buried with sediment such as earth and sand, and the initial function may be impaired. Therefore, the maintenance cost becomes high.
[0005]
Therefore, the present invention provides a river purification apparatus in which a water treatment contact material is disposed at an effective location so as not to prevent a flow of running water without requiring a new installation space outside the river. For the purpose .
[0006]
[Means for Solving the Problems]
Purifier river according to the present invention, a contact filtration chamber in the basement of the riverbed reservoirs formed by installing a relief weir provided, inlet while opening the inlet of the contact filtration chamber on the upstream side water passage of said relief weir to attach the screen, attach the screen to the outlet while opening the outlet of the contact filtration chamber on the downstream side water passage of the relief weir, and wherein the housing a water treatment contact member to the contact filtration chamber.
In the river purification apparatus according to the present invention, in the above configuration, the inlet of the contact filtration chamber is provided in the upstream bed of the undulation weir, and the second undulation weir is connected to the inlet so as to close the inlet during the fall. It is provided on the immediately upstream side. Alternatively, the inlet of the contact filtration chamber is provided on the side wall of the reservoir.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The river purification apparatus according to the present invention forms a reservoir by an undulating weir , purifies by flowing water into a contact filtration chamber provided in the basement of the river bed using the reservoir water level, and downstream the water passing through the contact filtration chamber It is made to flow. There are undulation weirs that use a steel plate weir operated by a cylinder and pneumatic rubber weirs.
An inlet and an outlet are opened before and after the contact filtration chamber, and a screen is provided at each of the inlet and the outlet to prevent the water treatment contact material loaded therein from flowing out. In addition, the entrance is closed by the fall of the second undulation weir so as to prevent the inflow of water into the contact filtration chamber during a flood.
[0008]
【Example】
Embodiments of the present invention will be described below with reference to the accompanying drawings. As shown in FIGS. 1 and 2, the two undulating weirs 2 and 3 provided on the downstream side and the upstream side of the river can freely rotate the steel plates 7 and 8 by the rotating shafts 5 and 6 attached to the river bed 4. The steel plates 7 and 8 are respectively driven up and down by a cylinder (not shown). Of course, the undulation weirs 2 and 3 may be rubber weirs. Further, since the river bed 4 has a terrain where the height difference can be taken, the downstream side of the undulation weirs 2 and 3 is lowered, and the river bed 4 immediately downstream of the undulation weir 3 on the upstream side has a contact filtration chamber 9 formed underground. The inlet 10 is opened, and the outlet 11 of the contact filtration chamber 9 is opened on the wall surface of the step portion of the river bed 4 on the downstream side of the undulating weir 2 on the downstream side.
[0009]
Screens 12 and 13 are provided at the inlet 10 and the outlet 11 of the contact filtration chamber 9, and a resinous cubic-shaped water treatment contact material 14 having a specific gravity smaller than that of water is accommodated inside the contact filtration chamber 9. . Further, a flow rate adjusting gate 15 is provided at the outlet 11, and an aeration pipe 16 is laid on the floor of the contact filtration chamber 9 and is connected to a blower 17 on the bank. Reference numeral 18 denotes a water level gauge.
[0010]
In purifier of the installed river as above, undulations weir 3 on the upstream side is always the upstream side in the sediment 19 is, thereby preventing a quicksand into purifier, during floods, the purification device and laid down It prevents sand from entering. The undulation weir 2 on the downstream side always stores water to form a reservoir, and slows the flow rate of the river 1 to support sedimentation of sediment suspended matter. The flow rate adjustment gate 15 is automatically adjusted by the measured value of the water level gauge 18, and when the flow rate is always small with respect to the change in the river flow rate, the opening degree of the flow rate adjustment gate 15 is reduced and the contact filtration chamber is obtained. Increase the stagnation time at 9 to increase the degree of purification. When the flow rate increases, the opening degree of the flow rate adjustment gate 15 is increased to prevent overflow from the undulation weir 2 on the downstream side.
[0011]
The water in the river 1 passes through the undulating weir 3 on the upstream side, reaches the water treatment contact material 14 in the contact filtration chamber 9 from the inlet 10, is purified while flowing down, and flows downstream from the outlet 11. At this time, floating substances such as dust do not enter the screen 12, and since the screens 12 and 13 are arranged at the entrance, the water treatment contact material 14 does not flow out by running water .
[0012]
Further, in the case of a small flood (the water level from the constant storage depth to the lodging water depth), the flow rate adjustment gate 15 is fully opened to purify the contact filtration chamber 9 with a large flow rate. However, since a large amount of earth and sand is contained in the water during a major flood, the flow rate adjustment gate 15 is fully closed so that water does not flow into the contact filtration chamber 9.
Moreover, when the undulation weir is a rubber weir, the blower of this equipment can be used for aeration, so that the equipment cost can be saved.
[0013]
The replacement of the water treatment contact material 14 will be described. When the screens 12 and 13 are removed and water is allowed to flow from the upstream to the contact filtration chamber 9, the cubic-shaped water treatment contact material 14 having a small specific gravity is washed away together with the water. Thereafter, the downstream screen 13 is fixed to the outlet 11, and the water treatment contact material 14 is introduced together with water from the inlet 10 , and the upstream screen 12 is fixed to the inlet 10 .
[0014]
Thus, by providing the purification device in the basement of the reservoir bed 4 formed by the undulating weir 2 on the downstream side, it is easy to secure the installation space, and water treatment is performed using the difference in water level between the upstream and downstream. The contact material 14 can be easily replaced. Compared to the conventional case, there is no fear of damage to the water treatment contact material 14 , and there is no hindrance to the cross section of the river.
[0015]
As shown in FIG. 3, when installing a purification device in a place where there is no level difference of the river bed 4, the recess 20 is accommodated when the two undulation weirs 2, 3 provided on the downstream side and the upstream side fall down, 20 is formed on the floor, the entrances 10 and 11 of the contact filtration chamber 9 are provided in the recesses 20 and 20, and the contact filtration chamber 9 is provided in the basement of the river bed 4. In this case, since the water level of the reservoirs by undulations weir 2 on the downstream side is higher than the downstream water level, the amount of water flowing through the contact filtration chamber 9 can be sufficiently ensured.
[0016]
The purification device shown in FIGS. 4 and 5 is formed by forming the inlet 22 of the contact filtration chamber 9 on the side wall 21 upstream of the undulating weir 2, and eliminates the undulating dam 3 that blocks the inlet 10 shown in FIGS. It is a thing. The underground contact filtration chamber 9 below provided the relief weir 2, the outlet 11 to the step portion of the downstream bed 4 undulations weir 2 is formed. In this purification apparatus, since one undulation weir 2 is operated, operation is simpler than the purification apparatus shown in FIGS.
[0017]
【The invention's effect】
Since the present invention is configured as described above, since a contact filtration chamber is provided in the basement of the reservoir bed formed by the undulating weir even if there is no vacant land on the side of the river, it is easy to secure the installation space, Since the flowing water is guided to the contact filtration chamber and brought into contact with the water treatment contact material by utilizing the difference between the upstream and downstream water levels, the efficiency is also good. Moreover, the replacement | exchange work of the contact material for water treatment becomes easy using this flowing water .
Moreover, since it is not provided in water as compared with the conventional purification device, the water treatment contact material is not damaged by the flowing-down material, and the flow-down cross section of the river can be used widely and effectively.
[Brief description of the drawings]
FIG. 1 is a side sectional view of a purification device according to an embodiment of the present invention.
FIG. 2 is a front view of the apparatus shown in FIG.
FIG. 3 is a side sectional view showing a configuration of the apparatus shown in FIG.
FIG. 4 is a side sectional view of a purification device according to another embodiment.
FIG. 5 is a front view of the apparatus shown in FIG. 4;
[Explanation of symbols]
2,3 sidewall undulation weir 4 bed 9 contact filtration chamber 10 inlet 11 outlet 12, 13 screen 14 for water treatment contact device 21 Reservoir

Claims (3)

起伏堰を設置して形成した貯水池の河床の地下に接触ろ過室を設け、前記起伏堰の上流側水路に前記接触ろ過室の入口を開口すると共に該入口にスクリーンを取り付け、前記起伏堰の下流側水路に前記接触ろ過室の出口を開口すると共に該出口にスクリーンを取り付け、前記接触ろ過室に水処理接触材を収容したことを特徴とする河川の浄化装置。Contact filtration chamber in the basement of the riverbed formed by installing a relief weir reservoir provided, attach the screen to the inlet while opening the inlet of the contact filtration chamber on the upstream side water passage of the relief weir, downstream of said relief weir Attach the screen outlet while opening the outlet of the contact filtration chamber on the side water passage, purifier river, characterized in that accommodating the water treatment contact member to the contact filtration chamber. 前記起伏堰の上流側河床に前記接触ろ過室の前記入口を設け、第2の起伏堰を、倒伏時に前記入口を閉鎖するように前記入口の直上流側に設けたことを特徴とする請求項1記載の河川の浄化装置。 The inlet of the contact filtration chamber upstream bed of said relief weir provided, claims a second undulating weir, characterized in that provided immediately upstream side of the inlet to close the inlet when lodging The river purification apparatus according to 1. 前記接触ろ過室の前記入口を前記貯水池側壁に設けたことを特徴とする請求項1記載の河川の浄化装置。Purifier river according to claim 1, characterized in that a said inlet of said contact filtration chamber on the side wall of the reservoir.
JP06705296A 1996-02-28 1996-02-28 River purification equipment Expired - Lifetime JP3787728B2 (en)

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JP06705296A JP3787728B2 (en) 1996-02-28 1996-02-28 River purification equipment

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Application Number Priority Date Filing Date Title
JP06705296A JP3787728B2 (en) 1996-02-28 1996-02-28 River purification equipment

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JPH09228338A JPH09228338A (en) 1997-09-02
JP3787728B2 true JP3787728B2 (en) 2006-06-21

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FR2918413A1 (en) * 2007-07-04 2009-01-09 Renault Sas Combustion chamber for e.g. Diesel engine, has depression formed from annular cavity that includes tangent at inversion point and in plane of chamber, pointing towards plug for blowing gas circulating in cavity towards plug
KR101005639B1 (en) * 2010-07-01 2011-01-05 현대건설주식회사 Riverbed structure for preventing accumulatiion
CN109853459B (en) * 2019-04-01 2024-03-08 苏州德华生态环境科技股份有限公司 Fine filtering wetland facility constructed on riverway and riverbed

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