JPS603851B2 - Sewage water supply operation method - Google Patents
Sewage water supply operation methodInfo
- Publication number
- JPS603851B2 JPS603851B2 JP56195963A JP19596381A JPS603851B2 JP S603851 B2 JPS603851 B2 JP S603851B2 JP 56195963 A JP56195963 A JP 56195963A JP 19596381 A JP19596381 A JP 19596381A JP S603851 B2 JPS603851 B2 JP S603851B2
- Authority
- JP
- Japan
- Prior art keywords
- strainer
- sewage
- wastewater
- water
- pump
- 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
Links
Landscapes
- Details Of Reciprocating Pumps (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
- Filtration Of Liquid (AREA)
- Control Of Non-Positive-Displacement Pumps (AREA)
Description
【発明の詳細な説明】
本発明は汚水管路中の小規模ポンプ場に於て連続的に汚
水を送水するようになした汚水の送水運転法に関するも
のである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of operating sewage water in which sewage water is continuously transported at a small-scale pumping station in a sewage pipe.
従来一般家庭等より排出される生活排水は小径もしくは
中径の下水管へ集水せしめ小規模のポンプ場を経てこれ
を下水本管へ集水し、さらに中継ポンプ場を経て下水処
理場まで送水し、所定の処理を行っている。Traditionally, domestic wastewater discharged from general households, etc. is collected into small or medium-diameter sewage pipes, passed through a small-scale pump station, collected into the main sewage pipe, and then sent to the sewage treatment plant via a relay pump station. and is performing predetermined processing.
しかし下水処理場までの距離が長く単に4・蓬又は中径
の下水管が埋設される埋没深度により生じる高低差のみ
では地形などによって充分な自然送水が行えない場合が
ある。このため下水路にはところどころに小規模のポン
プ場やそれより大規模な中継地点を設け、下水路の高低
を地形に関係なく人為的に設けて自然流下するよう則ち
ポンプ場への流入下水位置より高位の流出下水位置へポ
ンプにて揚水排出して流出するようになしている。しか
し汚水中にはごみもともに流出されているのでポンプは
この流出ごみにて閉塞され運転不能となることがある。
これを防止するため小規模ポンプ場では流入下水中のご
みを除去するためスクリーンを設置する。このスクリー
ンには捕獲されたごみを掻き揚げ排出する手段を設けた
り人手を要したりするため設備費が高価となる欠点があ
る。本発明はこれに鑑みて人手や除塵機を要することな
く連続的に汚水を送水できるようになしたものである。However, due to the long distance to the sewage treatment plant, sufficient natural water supply may not be possible due to topography and other factors, simply due to the difference in elevation caused by the depth at which the sewage pipes are buried. For this reason, small-scale pumping stations and larger relay points are installed here and there in the sewers, and the height of the sewers is artificially set regardless of the topography so that the sewage flows naturally to the pumping station. The water is pumped up and discharged to a sewage position higher than the sewage position. However, since garbage is also discharged into the wastewater, the pump may become clogged with the discharged garbage and become inoperable.
To prevent this, screens are installed at small pumping stations to remove trash from inflowing sewage. This screen has the disadvantage that the equipment cost is high because it requires a means to scrape up and discharge the captured garbage and requires manpower. In view of this, the present invention is designed to enable continuous delivery of waste water without requiring manpower or a dust remover.
以下本発明を図示の実施例に基づいて説明する。生活排
水はある戸数分まとめて小窪又は中径の下水管1を経て
小規模なポンプ場へ送水される。The present invention will be explained below based on illustrated embodiments. Domestic wastewater is collected for a certain number of households and sent to a small-scale pumping station via a small or medium-diameter sewage pipe 1.
この時下水管(又は下水路)1をポンプ場に於て二叉状
に分岐し、各水路3a,3bに夫々バルフV1,V2を
介してストレーナ4a,4bを設ける。このストレーナ
はケーシング内にドラムスクリーンを回動自在に収納さ
れた。ータリードラムスクリーン形その他を用いる。そ
してこの各ストレーナ4a,4bには二方の出口を設け
、ストレーナにて炉過された汚水はその一方の出口にバ
ルブVa,Vbを介して排水管5a,5bに、また他方
の出口にはポンプ場の貯水槽内に導適するようにしてポ
ンプPa,Pbを夫々設ける。排水管5a,5bは同一
の下水路6に接続されるものである。而して上述のポン
プ場に於て小径もしくは中径の下水管より流入される汚
水はいずれか一方のストレーナ例えば4aを用いるが、
この時バルブV,を開き、バルブV2及びVaを閉とし
ておくと、流入汚水はストレーナ4aの運転(正転)に
よりその炉過水は貯水槽2内へ貯水される、該槽の内容
量は設定されたものとする。At this time, the sewage pipe (or sewage channel) 1 is branched into two forks at the pump station, and strainers 4a, 4b are provided in each water channel 3a, 3b via valves V1, V2, respectively. This strainer had a drum screen rotatably housed within the casing. - Use tally drum screen type and others. Each strainer 4a, 4b is provided with two outlets, and the wastewater filtered by the strainer is passed through valves Va, Vb to drain pipes 5a, 5b at one outlet, and to the other outlet. Pumps Pa and Pb are installed so as to be introduced into a water tank of a pumping station. The drain pipes 5a and 5b are connected to the same sewer channel 6. In the above-mentioned pumping station, one of the strainers, for example 4a, is used for the wastewater flowing in from the small or medium diameter sewer pipe.
At this time, if the valve V is opened and the valves V2 and Va are closed, the inflow wastewater is stored in the water storage tank 2 by the operation of the strainer 4a (normal rotation), and the internal capacity of the tank is It is assumed that it has been set.
そして流入汚水中のごみによってストレーナに目詰りが
生じると流入汚水は他方のストレーナ4bへ流入するよ
う切り換える。即ちバルブV,を閉じV2を開くことに
よって容易に流入回路を切り換えることができる。そし
てバルブVaを開いて(Vbは閉じた状態)ポンプPを
駆動せしめることにより貯水槽内の炉過貯水はポンプに
てストレーナ4a内へ圧送され、ストレーナの逆回転に
より目語りしてし・たスクリーンかすはこの炉過貯水の
圧送にてバルブVa、排水管5aを経て排出除去される
もので貯水槽内の貯水がなくなるかもしくは一定水位ま
で低下するとポンプPaを停止しバルブVaを閉じ、ひ
き続き流入される汚水は開弁されているバルフV2より
ストレーナ4bを経て炉過され貯水槽内へ流入せしめら
れる。このストレーナ4bが目詰りすると先と逆にバル
ブV,,Vbを開け、V2を閉じポンプPbを駆動する
ことにより流入汚水はストレーナ4a側へ切り換えられ
ると共にストレーナ4bの目詰りとなっているスクリー
ンかすは流下側へ圧送排出されるもので、このようにし
てストレーナを交互に切り換えて連続的に流入する汚水
の炉過を行うものである。尚ストレーナに目詰りが生じ
なくても貯水槽の水位が設定水位に達すると上述の動作
を行わしめてストレーナの清掃除去と貯水の排水とを行
うこともでき、これは一定時間毎に行うことも可能であ
る。When the strainer becomes clogged with debris in the inflowing sewage, the inflowing sewage is switched to flow into the other strainer 4b. That is, the inflow circuit can be easily switched by closing valve V and opening V2. Then, by opening the valve Va (with Vb closed) and driving the pump P, excess water stored in the water tank is pumped into the strainer 4a, and the strainer is rotated in the opposite direction. The screen dregs are discharged and removed through the valve Va and the drain pipe 5a by pumping the excess water stored in the furnace.When the water in the water tank runs out or drops to a certain level, the pump Pa is stopped, the valve Va is closed, and the water is removed. Subsequently, the inflowing wastewater is passed through the strainer 4b from the opened valve V2, passed through the furnace, and is caused to flow into the water storage tank. When this strainer 4b becomes clogged, the valves V, , Vb are opened in the opposite direction, V2 is closed and the pump Pb is driven, thereby diverting the inflowing sewage to the strainer 4a and screen scum clogging the strainer 4b. is forced to be discharged to the downstream side, and in this way, the strainer is alternately switched to filter the wastewater that continuously flows into the furnace. Even if the strainer is not clogged, when the water level in the water tank reaches the set water level, the above operation can be performed to clean and remove the strainer and drain the stored water, and this can also be done at regular intervals. It is possible.
第2図中L,,L2は高低レベル計でインターロックを
とるものである。In Fig. 2, L, , L2 are for interlocking with high and low level meters.
勿論流入汚水の量が安定しており、逆洗圧送時バルブV
,を閉じた状態にしておく間、流入汚水を一時的に管内
滞留又は停止させておくことができる場合は一組のスト
レーナの間欠運転とすることもできる。而して本発明に
よる時は密閉型のストレーナを用いて流入汚水は常時は
炉過して炉過水としてポンプを経由し中継地のポンプ場
内貯水槽へ留め、ごみによってストレーナに目詰りが生
じると炉遇された貯水を下流側へ圧送することによって
目詰りを生ぜしめたごみと共に下流側へ圧送排出される
ため、ごみを下水路の中間特に小規模ポンプ場で除去す
る手段や手数を要することなく確実にポンプアップして
流水せしめられ、又装置も簡易である等の利点を有する
。Of course, the amount of inflowing sewage is stable, and when backwashing pressure is sent, valve V
, if the inflowing wastewater can be temporarily retained or stopped in the pipe while the pipes are kept closed, the set of strainers may be operated intermittently. Therefore, according to the present invention, a closed strainer is used, and incoming sewage is always filtered through the furnace, passed through a pump as furnace water, and is stored in a water storage tank in a pumping station at a relay station, and the strainer is clogged with debris. By pumping the collected water downstream, it is pumped and discharged along with the garbage that has caused the clogging, which requires means and effort to remove the garbage from the middle of the sewer, especially at a small-scale pumping station. It has the advantage that it can reliably pump up and flow water without any trouble, and the device is simple.
第1図は汚水の流下水路の説明図、第2図はストレーナ
の説明図である。
1.....・下水管、2…・・・貯水槽、3a,3b
・・.・・・水路、4a,4b・・・・・・ストレーナ
、5a,5b・・・・・・排水管、6…・・・下水路、
V,,V2,Va,Vb・・・・・・バルブ、Pa,P
b・・・…ポンプ。
第1図
第2図FIG. 1 is an explanatory diagram of a wastewater drainage channel, and FIG. 2 is an explanatory diagram of a strainer. 1. .. .. .. ..・Sewage pipe, 2...Water tank, 3a, 3b
・・・. ... Waterway, 4a, 4b... Strainer, 5a, 5b... Drain pipe, 6... Sewage channel,
V,,V2,Va,Vb... Valve, Pa,P
b...Pump. Figure 1 Figure 2
Claims (1)
の流出入側にバルブを具備し、揚水用ポンプを具備した
ストレーナーの少くとも一組を介して濾過した汚水をポ
ンプ場の貯水槽へ貯水し、ストレーナの目詰りが生じた
とき、上記濾過汚水をポンプにて、ストレーナーに圧送
し、ストレーナで除去されたごみを濾過汚水と共に流下
側へ圧送し、ストレーナをごみの一時貯留に利用してポ
ンプの閉塞と、ポンプ場の人手や除塵機を要することな
く、連続的に汚水を送水できるようにした汚水の送水運
転法。1. At a small-scale pumping station in a sewage pipeline, the sewage is filtered through at least one set of strainers equipped with valves on the inlet and outlet sides of the pumping station and equipped with a lifting pump, and the sewage is sent to the water storage tank of the pumping station. When water is stored and the strainer becomes clogged, the filtered wastewater is pumped to the strainer, and the waste removed by the strainer is forced to the downstream side along with the filtered wastewater, and the strainer is used for temporary storage of waste. A method of operating wastewater that enables continuous delivery of wastewater without clogging the pump, requiring manpower at the pump station, or using a dust remover.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56195963A JPS603851B2 (en) | 1981-12-04 | 1981-12-04 | Sewage water supply operation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56195963A JPS603851B2 (en) | 1981-12-04 | 1981-12-04 | Sewage water supply operation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5898114A JPS5898114A (en) | 1983-06-10 |
| JPS603851B2 true JPS603851B2 (en) | 1985-01-31 |
Family
ID=16349891
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56195963A Expired JPS603851B2 (en) | 1981-12-04 | 1981-12-04 | Sewage water supply operation method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS603851B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04187896A (en) * | 1990-11-20 | 1992-07-06 | Ishigaki Mech Ind Co | Screw pump operation method in water-supply relay station for sewage or the like |
| JP2008302353A (en) * | 2007-06-08 | 2008-12-18 | Kazuo Kizaki | Pipe laying method for adjusting discharged amount from filth pump and removing clogged material |
-
1981
- 1981-12-04 JP JP56195963A patent/JPS603851B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5898114A (en) | 1983-06-10 |
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