JP4158196B2 - Sediment pressure feeding method and pressure feeding device - Google Patents
Sediment pressure feeding method and pressure feeding device Download PDFInfo
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- JP4158196B2 JP4158196B2 JP2003160529A JP2003160529A JP4158196B2 JP 4158196 B2 JP4158196 B2 JP 4158196B2 JP 2003160529 A JP2003160529 A JP 2003160529A JP 2003160529 A JP2003160529 A JP 2003160529A JP 4158196 B2 JP4158196 B2 JP 4158196B2
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Description
【0001】
【発明の属する技術分野】
この発明は、降雨初期に下水道などの導水路に滞留する異物が、一時的に高濃度でポンプ設備に流入する。この高濃度のし渣を、後工程に移送するし渣の圧送方法並びに圧送装置の改良に関する。
【0002】
【従来の技術】
下水道のポンプ、特に、合流式ポンプにおいては、降雨初期には導水路内に滞留していた異物が一時的に高濃度で流下し、ポンプ設備に至ることが多い。この異物を取り除くことなくポンプ運転を行うと、ポンプ内部の羽根車の部分で容易に閉塞し、ポンプ運転を継続することができなくなる。ポンプ流入以前に除去する必要があり、除去設備としては除塵機が用いられるのが一般的であり、分離された異物をし渣と呼んでいる。このし渣は水分を多く含み腐敗しやすく、また臭気も強いので、取り扱いも困難である。場外処分の際には周辺環境へ悪影響を及ぼすこともある。
【0003】
分流水などの小流量の汚水や、中継ポンプ場及びマンホールポンプ場などの汚水ポンプ設備においては、ポンプ吸水槽の前に破砕機を設置して、異物を汚水とともに吸水・圧送する方式を採用する事例が多い。合流式の場合には、高濃度し渣によるポンプや管路の閉塞とか放流先負荷による公共水の汚染や汚濁防止を考慮して行われない。更に、この高濃度し渣の流下は、降雨初期の30分乃至1時間程度であり、それ以降は低濃度となるのが一般的である。ポンプ吸水槽の前に破砕機を設置したし渣搬送装置としては、沈砂池から回収されるし渣を破砕する破砕機にジェットポンプを連結し、し渣をスラリーとして分離機に移送する装置が、特許文献1に記載してある。また、集合されたし渣は調整槽に投入された後、ピストンポンプによりし渣貯留ホッパーまで圧送する装置も特許文献2に記載してあるように公知である。
【0004】
【特許文献1】
特開平11−199047号公報(段落番号0007、図1)
【特許文献2】
特開平11−342306号公報(段落番号0015、図1)
【0005】
【発明が解決しようとする課題】
上記従来装置は、除塵機で掻揚げたし渣を破砕機で破砕して、ポンプにより吸込・圧送しているが、この際においても、高濃度すぎるとポンプ内部での閉塞があった。そして、し渣を調整槽に混合した場合、し渣が水面に浮かびスカムを形成してポンプ圧送に弊害を与えていた。基本的には密閉状態で設備・システムの構築ができず、し渣の臭気による周辺環境へ悪影響を及ぼすこともあった。この発明は、一時的に高濃度で流下するし渣を調節し、送水ポンプの閉塞を回避して、同時にし渣の悪臭も防止できるし渣の圧送方法と圧送装置の提供を目的とする。
【0006】
【課題を解決するための手段】
上記目的を達成するためのし渣の圧送方法は、ポンプ設備に流入するし渣を捕集・破砕して一時貯留し、一定濃度となるように送水ポンプの吐出配管側に破砕したし渣を圧入し、ポンプの吐出水とともに目的地までし渣を圧送するもので、ポンプ内をし渣が通過しないのでポンプの閉塞と、羽根車の損傷が防止できる。詳しくは、降雨初期の高濃度し渣を除塵機で掻揚げ、破砕機で搬送に適した形状に全量破砕してホッパーに一時貯留し、貯留したし渣を送水ポンプの吐出配管にし渣圧入ポンプで圧入し、し渣の流入濃度を低減させて平均化するもので、初期の大量のし渣の流入にも対処でき、特別な脱臭装置を必要としない。
【0007】
し渣の圧送方法を実施するための圧送装置が、ポンプ設備に流入したし渣を、後工程に移送するし渣の圧送装置において、吸水槽の前段に除塵機を配設し、この除塵機で掻揚げたし渣を搬送に適した形状に破砕する破砕機と、破砕したし渣を一時貯留するホッパーと、ホッパーに貯留したし渣を抜き出すし渣圧入ポンプを設けると共に、吸水槽に設置した送水ポンプの吐出配管にし渣圧入ポンプを連結し、破砕したし渣を送水ポンプの吐出水とともに目的地まで圧送するもので、建屋内からの搬出などが不要でポンプ設備で集約処理が可能となる。周辺環境を汚すことがなく作業が衛生的である。そして、送水ポンプの吐出配管に汚水処理場に送水する送水管と公共水域に排水する排水管を分岐して連結し、送水管と排水管に開閉弁を配設したもので、深度の深い設備の場合、地上部までし渣を出すことが必要となるが、搬出設備、スペース、脱臭装置が過大となることがない。なお、送水ポンプの吐出配管に連結するし渣圧入ポンプを、汚水処理場に送水する送水管の前端部に連結してもよいものである。
【0008】
【発明の実施の形態】
この発明に係るし渣圧送方法並びに圧送装置は上記のように構成してあり、先ず、流入側に設置の除塵機によりし渣を掻揚げ、流入水より分離する。し渣を分離した水には、公共水域や汚水処理場にも送水するポンプの弊害となるし渣は含まれず、ポンプも閉塞しない。除塵機により掻揚げられたし渣は、搬送に適した形状に破砕機により破砕して、ホッパーに一時貯留する。このホッパーの役割は、降雨初期の高濃度し渣を全量破砕圧送すると、高濃度になりすぎ、管内閉塞などを起こす可能性があるので、流入濃度が低減して平均化するために設置する。そして、ホッパーに貯留されたし渣は、し渣圧入ポンプなどで送水ポンプのポンプ吐出部へ圧入し、ポンプ送水と混合して所定部まで圧送する。し渣はポンプ内を通過しないのでポンプの閉塞と、羽根車の損傷がない。
【0009】
【実施例】
この発明の実施例を図面に基づき詳述すると、図1はし渣圧送システムの概要図であって、ポンプ設備1の流入側の導水路2に除塵機3が設置してあり、降雨初期の30分乃至1時間程度に、上流の導水路2内に滞留していた異物が一時的に高濃度で流下してくる。そのし渣を除塵機3で掻揚げ、流入水より分離する。し渣を分離した水にはポンプ送水の弊害となるし渣は含まれず、吸水槽4に設置した排水ポンプ5、6は閉塞することなく、羽根車の損傷もなく、ポンプ吸水槽4に流入する水を、河川などの公共水域7に放水する。
【0010】
除塵機3により掻揚げられたし渣は、コンベア8で搬送されて破砕機9に供給される。し渣は搬送に適した形状に破砕され、貯留設備のホッパー10に一時貯留する。このホッパー10の役割は、降雨初期の高濃度し渣を一時貯留して、目的地への送水中のし渣の流入濃度を低減させて、平均化するために設置する。し渣を貯留するホッパー10にし渣圧入ポンプ11が配設してあり、し渣圧入ポンプ11の圧送管12が吸水槽4に設置した1台の送水ポンプ13の吐出配管14に連結してある。吐出水にし渣を圧入させるようにしてあり、送水ポンプ13の閉塞しやすい羽根車の部分をし渣が通過しないようにしてある。
送水ポンプ13の吐出配管14に汚水処理場15に送水する送水管16と公共水域7に排水する排水管17が分岐して連結してあり、送水管16と排水管17に開閉弁18、19が配設してある。この一対の開閉弁18、19を切り替えて、し渣の流入が無い時には、送水ポンプ13を公共水域7への排水に利用できるようにしてある。
【0011】
降雨初期に流入してきた高濃度し渣はホッパー10に貯留され、ホッパー10に配設したし渣圧入ポンプ11で送水ポンプ13の吐出配管14へ圧入し、し渣の流入濃度を低減させて平均化させながら、送水ポンプ13の吐出水と混合して地上の汚水処理場15まで圧送する。ホッパー10に一時貯留するので、全量破砕圧送による吐出水中のし渣が高濃度となることがなく、吐出配管14や送水管16の管内閉塞などを起こすことがない。なお、し渣圧入ポンプ11の圧送管12は汚水処理場15に送水する送水管16の前端に連結してもよいものである。
【0012】
【発明の効果】
この発明は上記のように構成してあり、合流式ポンプ場における降雨初期に発生しやすい、一時的に高濃度で流下するし渣を調節し、送水ポンプの閉塞を回避して、同時にし渣の悪臭も防止できるし渣の圧送方法と圧送装置となるものである。即ち、従来の上記従来装置は、除塵機で掻揚げたし渣を破砕機で破砕して、ポンプにより吸込・圧送しているが、この際においても、高濃度すぎるとポンプ内部や配管での閉塞があった。そして、し渣を調整槽に混合した場合、し渣が水面に浮かびスカムを形成してポンプ圧送に弊害を与えていたものであるが、この発明にあっては、降雨初期の高濃度し渣を搬送に適した形状に全量破砕して一時貯留し、破砕したし渣を吸水槽に設置した送水ポンプの吐出配管側に圧入し、送水ポンプの吐出水とともに目的地まで圧送するので、ポンプが閉塞することもなく、し渣の流入濃度を低減させて平均化することができる。そして、建屋内からの搬出などが不要でポンプ設備で集約処理が可能となる。特別な脱臭装置を必要とせず、周辺環境を犯すことがなく作業が衛生的となる。また、送水ポンプの吐出配管に汚水処理場に送水する送水管と公共水域に排水する排水管を分岐して連結したので、深度の深い設備から地上部にし渣を排出するとしても、搬出設備、スペースが過大となることがない。
【図面の簡単な説明】
【図1】この発明に係るし渣圧送システムの概要図である。
【符号の説明】
1 ポンプ設備
3 除塵機
4 吸水槽
7 公共水域
9 破砕機
10 ホッパー
11 し渣圧入ポンプ
13 送水ポンプ
14 吐出配管
15 汚水処理場
16 送水管
17 排水管
18、19 開閉弁[0001]
BACKGROUND OF THE INVENTION
In the present invention, foreign matter staying in a water conduit such as a sewer at the beginning of rainfall temporarily flows into the pump facility at a high concentration. The present invention relates to an improvement in a method and a pumping device for transferring the high-concentration residue to a subsequent process.
[0002]
[Prior art]
In sewerage pumps, in particular, confluence type pumps, foreign substances staying in the water conduit at the beginning of rainfall often flow down at a high concentration temporarily to the pump equipment. If the pump operation is performed without removing the foreign matter, the impeller part easily clogs the pump, and the pump operation cannot be continued. It is necessary to remove before the pump flows in, and a dust remover is generally used as the removal equipment, and the separated foreign matter is called scum. This residue is rich in moisture, easily perishes, and has a strong odor, making it difficult to handle. In the event of off-site disposal, the surrounding environment may be adversely affected.
[0003]
In sewage pump facilities such as diverted water and small-flow sewage and relay pump stations and manhole pump stations, a crushing machine is installed in front of the pump water tank to absorb and pump foreign matter together with sewage. There are many cases. In the case of the combined type, it is not carried out in consideration of prevention of pollution or pollution of public water due to blockage of pumps and pipelines due to high concentration residue and discharge destination load. Further, the flow of the high concentration residue is about 30 minutes to 1 hour at the beginning of the rain, and the concentration is generally low thereafter. A crusher installed in front of the pump water tank is a device for transferring the residue as a slurry to the separator by connecting a jet pump to the crusher recovered from the sedimentation basin and crushing the residue. Patent Document 1 describes this. Further, as described in
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 11-199047 (paragraph number 0007, FIG. 1)
[Patent Document 2]
Japanese Patent Laid-Open No. 11-342306 (paragraph number 0015, FIG. 1)
[0005]
[Problems to be solved by the invention]
In the above-mentioned conventional apparatus, the residue lifted up by the dust remover is crushed by the crusher, and sucked and pumped by the pump. However, even in this case, if the concentration is too high, the pump is clogged. When the residue is mixed into the adjustment tank, the residue floats on the water surface and forms a scum, which is detrimental to pumping. Basically, facilities and systems could not be constructed in a sealed state, and the odor of the residue could adversely affect the surrounding environment. It is an object of the present invention to provide a method and a pressure feeding device of a residue that can adjust the residue flowing down at a high concentration temporarily, avoid clogging of the water supply pump, and at the same time prevent the bad smell of the residue.
[0006]
[Means for Solving the Problems]
In order to achieve the above-mentioned purpose, the method of pumping the scum is to collect and crush the slag that flows into the pump equipment, temporarily stores it, It is press-fitted and pumps the residue together with the pump discharge water to the destination. Since the residue does not pass through the pump, blockage of the pump and damage to the impeller can be prevented. Specifically, the high-concentration residue at the beginning of the rain is raked up with a dust remover, crushed in a shape suitable for transport with a crusher, temporarily stored in a hopper, and the stored slag is used as a discharge pipe for a water pump. It can be press-fitted and averaged by reducing the inflow concentration of the residue, and it can cope with the inflow of a large amount of residue at the initial stage and does not require a special deodorizing device.
[0007]
The pressure feeding device for carrying out the method for pressure-feeding the debris transfers the debris flowing into the pump equipment to the subsequent process. In the debris pressure-feeding device, a dust remover is disposed in front of the water absorption tank. A crusher that crushes the residue left in the shape suitable for transport, a hopper that temporarily stores the crushed residue, a residue press-in pump that extracts the residue stored in the hopper, and is installed in the water absorption tank. By connecting a residue press-fitting pump to the discharge pipe of the water pump, and crushing the crushed residue together with the discharge water of the water pump to the destination, it is not necessary to carry it out of the building and can be consolidated in the pump facility. Become. The work is hygienic without polluting the surrounding environment. In addition, a water supply pipe that supplies water to the sewage treatment plant and a drain pipe that drains water into public water areas are branched and connected to the discharge pipe of the water pump, and an open / close valve is provided on the water supply pipe and the drain pipe. In this case, it is necessary to remove the residue to the ground part, but the carry-out equipment, space, and deodorizing device do not become excessive. In addition, you may connect the residue press-fit pump connected with the discharge piping of a water supply pump to the front-end part of the water supply pipe which supplies water to a sewage treatment plant.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
The screen residue pumping method and device according to the present invention are configured as described above. First, the screen residue is lifted up by a dust remover installed on the inflow side and separated from the inflow water. The water from which the debris is separated does not contain debris and does not block the pump, which is a detrimental effect for pumps that send water to public water bodies and sewage treatment plants. The residue collected by the dust remover is crushed by a crusher into a shape suitable for conveyance and temporarily stored in a hopper. The role of this hopper is to reduce the inflow concentration and to average it, because if it is high concentration at the beginning of rainfall and crushing and sending all the residue, it will become too high and may cause clogging in the pipe. The residue stored in the hopper is press-fitted into a pump discharge portion of the water pump by a residue press-fitting pump or the like, mixed with the pump water, and pumped to a predetermined portion. Since the residue does not pass through the pump, there is no blockage of the pump and damage to the impeller.
[0009]
【Example】
An embodiment of the present invention will be described in detail with reference to the drawings. FIG. 1 is a schematic diagram of a residue pumping system, in which a dust remover 3 is installed in a
[0010]
The residue scraped up by the dust remover 3 is conveyed by the conveyor 8 and supplied to the crusher 9. The residue is crushed into a shape suitable for conveyance and temporarily stored in the hopper 10 of the storage facility. The role of this hopper 10 is installed in order to temporarily store a high concentration residue in the initial stage of rainfall and to reduce the inflow concentration of the residue in the water supplied to the destination and to average it. A residue press-fitting pump 11 is disposed in a hopper 10 for storing residue, and a
A water supply pipe 16 for supplying water to the sewage treatment plant 15 and a drain pipe 17 for draining water to the public water area 7 are branched and connected to the discharge pipe 14 of the water pump 13, and on-off valves 18 and 19 are connected to the water supply pipe 16 and the drain pipe 17. Is arranged. The pair of on-off valves 18 and 19 are switched so that the water pump 13 can be used for draining into the public water area 7 when no residue flows.
[0011]
The high-concentration residue that flows in at the beginning of the rain is stored in the hopper 10 and is pressed into the discharge pipe 14 of the water feed pump 13 by the residue press-in pump 11 disposed in the hopper 10 to reduce the inflow concentration of the residue and average it. The mixture is mixed with the discharge water of the water pump 13 and pumped to the sewage treatment plant 15 on the ground. Since it is temporarily stored in the hopper 10, the residue in the discharged water due to crushing and pumping of the entire amount does not become high in concentration, and the discharge pipe 14 and the water supply pipe 16 are not blocked. The
[0012]
【The invention's effect】
The present invention is configured as described above, and tends to occur at the beginning of rainfall at a confluence pump station, temporarily adjusting the sediment flowing down at a high concentration, avoiding blockage of the water pump, and simultaneously It is possible to prevent the foul odor of the residue and to provide a method and device for compressing the residue. In other words, the above conventional device crushes the residue left by the dust remover with the crusher, and sucks and pumps it with the pump. There was an obstruction. When the residue is mixed in the adjustment tank, the residue floats on the water surface and forms a scum, which is detrimental to the pumping. The entire amount is crushed into a shape suitable for transportation, temporarily stored, and the crushed residue is pressed into the discharge pipe side of the water pump installed in the water absorption tank and pumped to the destination together with the water discharged from the water pump. Without clogging, the inflow concentration of the residue can be reduced and averaged. Further, it is not necessary to carry out from the building, and the central processing can be performed by the pump equipment. No special deodorizing device is required, and the work is hygienic without violating the surrounding environment. In addition, since the water supply pipe for supplying water to the sewage treatment plant and the drain pipe for draining to the public water area are branched and connected to the discharge pipe of the water pump, even if the residue is discharged from the deep equipment to the ground, Space does not become excessive.
[Brief description of the drawings]
FIG. 1 is a schematic view of a residue pressure feeding system according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Pumping equipment 3 Dust remover 4 Water absorption tank 7 Public water area 9 Crusher 10 Hopper 11 Sludge press-fitting pump 13 Water pump 14 Discharge pipe 15 Sewage treatment plant 16 Water pipe 17 Drain pipes 18, 19 On-off valve
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003160529A JP4158196B2 (en) | 2003-06-05 | 2003-06-05 | Sediment pressure feeding method and pressure feeding device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003160529A JP4158196B2 (en) | 2003-06-05 | 2003-06-05 | Sediment pressure feeding method and pressure feeding device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2004358374A JP2004358374A (en) | 2004-12-24 |
| JP4158196B2 true JP4158196B2 (en) | 2008-10-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003160529A Expired - Fee Related JP4158196B2 (en) | 2003-06-05 | 2003-06-05 | Sediment pressure feeding method and pressure feeding device |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP6298792B2 (en) * | 2015-03-31 | 2018-03-20 | 株式会社石垣 | Sludge treatment system and sludge treatment method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04125247U (en) * | 1991-04-26 | 1992-11-16 | 住友重機械工業株式会社 | Sewage sludge slurry transfer device |
| JP3481860B2 (en) * | 1998-06-02 | 2003-12-22 | 横浜市 | Sewage treatment equipment |
| JP3470604B2 (en) * | 1998-07-21 | 2003-11-25 | Jfeエンジニアリング株式会社 | Sewage transfer method |
| JP2002096095A (en) * | 2000-09-27 | 2002-04-02 | Mitsubishi Heavy Ind Ltd | Screen residue transporting device |
| JP2002239596A (en) * | 2001-02-21 | 2002-08-27 | Hitachi Plant Eng & Constr Co Ltd | How to transport scum |
| JP4502531B2 (en) * | 2001-02-23 | 2010-07-14 | 旭テック環境ソリューション株式会社 | Sedimentation and residue processing equipment |
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2003
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| JP2004358374A (en) | 2004-12-24 |
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