JP2005146600A - Stored rainwater treatment device - Google Patents

Stored rainwater treatment device Download PDF

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JP2005146600A
JP2005146600A JP2003383911A JP2003383911A JP2005146600A JP 2005146600 A JP2005146600 A JP 2005146600A JP 2003383911 A JP2003383911 A JP 2003383911A JP 2003383911 A JP2003383911 A JP 2003383911A JP 2005146600 A JP2005146600 A JP 2005146600A
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water
supernatant
rainwater
polluted
supernatant water
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Shigeru Suzuki
鈴木  茂
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Japan Institute of Wastewater Engineering Technology
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Japan Institute of Wastewater Engineering Technology
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Abstract

<P>PROBLEM TO BE SOLVED: To minimize the quantity treated at a final treating site of sewerage by preventing the deterioration in water quality of stored rainwater drained from a rainwater storage facility. <P>SOLUTION: A drain end part of a rainwater storage tank 11 is provided with a drain port 24 for draining a supernatant water layer 14a, and a drain port 25 for draining a polluted water layer 14c. A water passage 31 communicating with the drain port 24 of supernatant water is provided almost horizontally along the internal wall of the rainwater storage tank 11. A supernatant water storage chamber 26 for temporarily storing the supernatant water layer 14a is provided facing the outlet side of the drain port 24 of supernatant water, and a polluted water storage chamber 27 for temporarily storing the polluted water layer 14c is provided facing the outlet side of the drain port 25 of polluted water. The supernatant water in the supernatant water storage chamber 26 and the polluted water in the polluted water storage chamber 27 are separately drained by pumps 16. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、雨天時に低地で発生する浸水被害を防止するための雨水貯留施設において、この雨水貯留施設からの雨水を上澄み水と汚濁水とに分けて効率よく排水処理するための貯留雨水の処理装置に関するものである。   The present invention is a rainwater storage facility for preventing inundation damage that occurs in lowlands during rainy weather, and treatment of stored rainwater for efficiently draining wastewater from this rainwater storage facility into supernatant water and contaminated water It relates to the device.

近時、市街地が広がり雨水の浸透域が減少し、また、建築物が密集している都心部では、降雨した雨水が地中に染みこまずに低地に流れ込み、低地では浸水被害が発生している。この低地での浸水被害を防止するため、図9(a)に示すように、公園、道路際などの地面10の下に、雨水貯留管や雨水貯留槽などの雨水貯留タンク11が埋設され、マンホール12などに連結された雨水の集水路22などから雨水流入管13を経て集水し貯留している。
雨水貯留施設に貯留された雨水は、雨が止んだ後の晴天時に、ポンプ16にて公共水路18に排水し、次の降雨時の雨水貯留のために雨水貯留タンク11の内部は常に空にしておく。
Recently, urban areas have expanded and rainwater infiltration areas have decreased, and in urban areas where buildings are densely populated, rainwater that has rained flows into the lowlands without seeping into the ground, and inundation damage has occurred in the lowlands. Yes. In order to prevent inundation damage in this lowland, as shown in FIG. 9A, a rainwater storage tank 11 such as a rainwater storage pipe or a rainwater storage tank is buried under the ground 10 such as a park or a road, Water is collected and stored via a rainwater inflow pipe 13 from a rainwater collecting channel 22 connected to the manhole 12 or the like.
The rainwater stored in the rainwater storage facility is drained to the public waterway 18 by the pump 16 in fine weather after the rain stops, and the inside of the rainwater storage tank 11 is always emptied for rainwater storage at the next rainfall. Keep it.

貯留雨水の水質は、雨水貯留施設の設置場所によっても異なるが、一般に、道路面などの地表のごみ、砂、落葉などが混入して汚濁されている。
貯留雨水を排水しても、雨水貯留施設の雨水貯留タンク11の壁面、底部、管底部などに汚濁物21が付着及び堆積し、臭気が発生する。そして、これを何回か繰り返すことによって、貯留雨水の汚濁濃度を高くしている。
The quality of the stored rainwater varies depending on the installation location of the rainwater storage facility, but is generally contaminated with dirt, sand, fallen leaves, etc. on the surface of the road.
Even if the stored rainwater is drained, the pollutant 21 adheres and accumulates on the wall surface, bottom, and tube bottom of the rainwater storage tank 11 of the rainwater storage facility, and odor is generated. And the pollution density of stored rainwater is made high by repeating this several times.

貯留雨水は、汚濁濃度が低い場合、ポンプ16で公共水路18に汲み上げ、川や海などの公共水域に放流されている。
しかし、貯留雨水の汚濁濃度が濃い場合は、図9(a)に示すように、雨水貯留タンク11で一定時間静止し、上澄み水層14aは、開閉弁20aのみを開き、上澄み水ポンプ16aで吸引して公共水路18に放流する。中間水層14bの汚濁度が低い場合には、開閉弁20bのみを開き、中間水ポンプ16bで吸引して公共水路18に放流する。中間水層14bの汚濁度が濃い場合には、開閉弁20cのみを開き、中間水ポンプ16bで吸引して下水道管19に放流する。汚濁水層14cは、開閉弁20dのみを開き、汚濁水ポンプ16cで吸引して下水道管19に放流する。下水道管19に放流された汚濁水層14cは、図示しない下水道の終末処理場にて処理し、公共水域に放流される。
When the pollutant concentration is low, the stored rainwater is pumped up to the public waterway 18 by the pump 16 and discharged into public water areas such as rivers and seas.
However, when the concentration of stored rainwater is high, as shown in FIG. 9A, the rainwater storage tank 11 is stationary for a certain period of time, and the supernatant water layer 14a opens only the on-off valve 20a, and the supernatant water pump 16a Suction and discharge into public waterway 18. When the pollution level of the intermediate water layer 14b is low, only the on-off valve 20b is opened, and is sucked by the intermediate water pump 16b and discharged into the public water channel 18. When the intermediate water layer 14b is highly polluted, only the on-off valve 20c is opened, and is sucked by the intermediate water pump 16b and discharged to the sewer pipe 19. The polluted water layer 14 c opens only the on-off valve 20 d, and is sucked by the polluted water pump 16 c and discharged to the sewer pipe 19. The polluted water layer 14c discharged to the sewer pipe 19 is processed at a sewer final treatment plant (not shown) and discharged to a public water area.

図9(a)において、上澄み水ポンプ16aにて強制的に吸引すると、上澄み水層14aのみを吸引しようとしても、図9(b)に示すように、上部排水口15aから遠くになるに従って水流17d、水流17eのように中間水層14b、汚濁水層14cにも水流が発生し、汚濁水層14cが上澄み水層14aに混合して上部排水口15aから排出される。そのため、汚濁水層14cの混合した水質の悪い雨水を公共水路18に放流することになる。
解決しようとする問題点は、雨水貯留施設から直接公共水路18にポンプ排水する貯留雨水の水質が悪化するのを防止することにある。
In FIG. 9 (a), if the supernatant water pump 16a is forcibly sucked, even if only the supernatant water layer 14a is to be sucked, as shown in FIG. 9 (b), the water flow increases as the distance from the upper drainage port 15a increases. A water flow is also generated in the intermediate water layer 14b and the polluted water layer 14c like the water flow 17e and the water flow 17e, and the polluted water layer 14c is mixed with the supernatant water layer 14a and discharged from the upper drainage port 15a. Therefore, rainwater with poor water quality mixed with the polluted water layer 14 c is discharged into the public waterway 18.
The problem to be solved is to prevent deterioration of the quality of the stored rainwater pumped from the rainwater storage facility directly to the public waterway 18.

水質の向上のために公共水路18に放流する流量を少なくすると、それだけ下水道管19にポンプ放水される量が多くなり、下水道の終末処理場にて処理する量が多くなって処理費が嵩む。
解決しようとする問題点は、下水道の終末処理場にて処理する量をできるだけ少なくすることにある。
If the flow rate discharged to the public waterway 18 is reduced for the purpose of improving the water quality, the amount of water discharged to the sewer pipe 19 increases accordingly, and the amount to be treated at the end treatment plant of the sewer increases, resulting in an increase in processing costs.
The problem to be solved is to reduce as much as possible the amount to be treated at the final treatment plant of the sewer.

雨水貯留タンク11に貯留した貯留雨水14をポンプ16にて排水するだけでは、雨水貯留タンク11内に汚濁物21が付着したり、堆積したりして貯留雨水14の汚濁濃度が次第に高くなる。
解決しようとする問題点は、雨水貯留タンク11に付着したり、堆積した汚濁物21をできるだけ簡単な装置で洗浄できるようにすることにある。
By simply draining the stored rainwater 14 stored in the rainwater storage tank 11 with the pump 16, the pollutant 21 adheres to or accumulates in the rainwater storage tank 11, and the pollution concentration of the stored rainwater 14 gradually increases.
The problem to be solved is to make it possible to wash the polluted matter 21 adhering to the rainwater storage tank 11 or depositing it with a device as simple as possible.

本発明は、雨水貯留タンク11内に貯留した貯留雨水14を、上層の上澄み水層14aと下層の汚濁水層14cとに静止分離してポンプ16により排水するようにした貯留雨水の処理装置において、前記雨水貯留タンク11の排水端部に、前記上澄み水層14aを排水する上澄み水の排水口24と前記汚濁水層14cを排水する汚濁水の排水口25とを設け、前記上澄み水の排水口24に連通する流水路31を、前記雨水貯留タンク11の内壁に沿って略水平に設け、前記上澄み水の排水口24の出口側に臨ませて上層の上澄み水層14aを一時的に貯留する上澄み水の貯留室26を設け、前記汚濁水の排水口25の出口側に臨ませて下層の汚濁水層14cを一時的に貯留する汚濁水の貯留室27を設け、前記上澄み水の貯留室26内の上澄み水層14aと前記汚濁水の貯留室27内の汚濁水層14cとをそれぞれ区別してポンプ16にて排水するようにしたことを特徴とする貯留雨水の処理装置である。   The present invention relates to a stored rainwater treatment apparatus in which stored rainwater 14 stored in a rainwater storage tank 11 is separated into an upper supernatant water layer 14 a and a lower polluted water layer 14 c and drained by a pump 16. The drainage end of the rainwater storage tank 11 is provided with a drainage port 24 for draining the supernatant water layer 14a and a drainage port 25 for polluted water draining the polluted water layer 14c, and draining the supernatant water. A flowing water channel 31 communicating with the opening 24 is provided substantially horizontally along the inner wall of the rainwater storage tank 11, facing the outlet side of the drainage port 24 of the supernatant water, and temporarily storing the upper supernatant water layer 14 a. A supernatant water storage chamber 26 is provided, a polluted water storage chamber 27 is provided to temporarily store the lower polluted water layer 14c facing the outlet side of the polluted water drain 25, and the supernatant water is stored. The supernatant in chamber 26 A processing device storing rainwater, characterized in that the aqueous layer 14a and a polluted water layer 14c of the inner storage chamber 27 of the polluted water are distinguished respectively as draining with pump 16.

また、雨水貯留タンク11の内部に、上層の上澄み水層14aの排水時に発生する水流で下層の汚濁水層14cが巻き上がるのを防止する水流抑制板33を設ける。
上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁との間に隙間を持ってそれぞれ取り付け、この流水路31の雨水貯留タンク11の内壁側の側壁に、洗浄水を越流する流下用切欠き32を形成する。
In addition, a water flow suppression plate 33 is provided inside the rainwater storage tank 11 to prevent the lower polluted water layer 14c from being rolled up by the water flow generated when the upper supernatant water layer 14a is drained.
The water flow channel 31 communicating with the drainage port 24 of the supernatant water has a bowl shape with an upper opening, and the water flow channel 31 is attached with a gap between the inner walls on both sides of the rainwater storage tank 11. On the side wall on the inner wall side of the rainwater storage tank 11, a notch 32 for flowing down is formed to overflow the wash water.

請求項1記載の発明によれば、雨水貯留タンク11の排水端部に、上澄み水層14aを排水する上澄み水の排水口24と汚濁水層14cを排水する汚濁水の排水口25とを設け、上澄み水の排水口24に連通する流水路31を、雨水貯留タンク11の内壁に沿って略水平に設け、上澄み水の排水口24の出口側に臨ませて上層の上澄み水層14aを一時的に貯留する上澄み水の貯留室26を設け、汚濁水の排水口25の出口側に臨ませて下層の汚濁水層14cを一時的に貯留する汚濁水の貯留室27を設け、上澄み水の貯留室26内の上澄み水層14aと汚濁水の貯留室27内の汚濁水層14cとをそれぞれ区別してポンプ16にて排水するようにしたので、分離した上澄み水を上澄み水の貯留室26に一時的に貯留し、また、汚濁水を汚濁水の貯留室27に一時的に貯留し、これらの上澄み水の貯留室26と汚濁水の貯留室27とで区分して排水することで互いに混合することが防止され、排水する水質を向上することができる。   According to the first aspect of the present invention, the drainage end of the rainwater storage tank 11 is provided with the drainage port 24 for draining the supernatant water layer 14a and the drainage port 25 for polluted water draining the polluted water layer 14c. A drainage channel 31 communicating with the supernatant water drainage port 24 is provided substantially horizontally along the inner wall of the rainwater storage tank 11, facing the outlet side of the supernatant water drainage port 24, and temporarily passing the upper supernatant water layer 14 a. A clear water storage chamber 26 is provided, a polluted water storage chamber 27 is provided to temporarily store the lower polluted water layer 14c facing the outlet side of the polluted water drain 25, and the supernatant water is provided. Since the supernatant water layer 14a in the storage chamber 26 and the polluted water layer 14c in the polluted water storage chamber 27 are distinguished and drained by the pump 16, the separated supernatant water is supplied to the supernatant water storage chamber 26. Temporarily store and pollute contaminated water Are temporarily stored in the storage chamber 27, and separated into the supernatant water storage chamber 26 and the polluted water storage chamber 27, thereby preventing them from mixing with each other and improving the quality of the drained water. Can do.

請求項2記載の発明によれば、雨水貯留タンク11の内部に、上層の上澄み水層14aの排水時に発生する水流で下層の汚濁水層14cが巻き上がるのを防止する水流抑制板33を設けたので、より一層、上澄み水層14aに汚濁水層14cが混合しないようにして上澄み水層14aをできるだけ多く公共水路18に放流することができ、下水処理の経費の節減を図ることができる。   According to invention of Claim 2, the water flow suppression board 33 which prevents that the lower polluted water layer 14c rolls up by the water flow which generate | occur | produces at the time of drainage of the upper supernatant water layer 14a in the inside of the rainwater storage tank 11 is provided. Therefore, the supernatant water layer 14a can be discharged into the public water channel 18 as much as possible so that the contaminated water layer 14c is not mixed with the supernatant water layer 14a, and the cost of sewage treatment can be reduced.

請求項3記載の発明によれば、上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁との間に隙間を持ってそれぞれ取り付け、この流水路31の雨水貯留タンク11の内壁側の側壁に、洗浄水を越流する流下用切欠き32を形成したので、流水路31は、上澄み水の排水と、洗浄水の供給とに利用でき、簡単な装置で雨水貯留タンク11内に汚濁物21で汚染されるのを防止することができる。   According to the third aspect of the present invention, the flowing water channel 31 communicating with the drainage port 24 of the supernatant water has a bowl shape with an upper portion opened, and the flowing water channel 31 is interposed between the inner walls on both sides of the rainwater storage tank 11. Since the notch 32 for flowing down overflowing the washing water is formed on the inner wall side wall of the rainwater storage tank 11 of the flowing water channel 31, the flowing water channel 31 has a drainage of the supernatant water. It can be used for supplying cleaning water, and it is possible to prevent the rainwater storage tank 11 from being contaminated with the pollutant 21 with a simple device.

請求項4記載の発明によれば、上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁に沿ってそれぞれ取り付け、この流水路31に沿って雨水貯留タンク11の両側の内壁との間に隙間を持ってそれぞれ洗浄水管37を取り付け、この洗浄水管37に、内壁側に向けてポンプ16により圧送された洗浄水36を噴射する噴射孔38を形成したので、洗浄水36が雨水貯留タンク11の内壁に噴射されてより効果的に洗浄することができる。   According to the invention described in claim 4, the flowing water channel 31 communicating with the drainage port 24 of the supernatant water has a bowl-like shape with an open top, and the flowing water channel 31 extends along the inner walls on both sides of the rainwater storage tank 11. A wash water pipe 37 is attached with a gap between the inner walls on both sides of the rainwater storage tank 11 along the water flow path 31 and the wash water pipe 37 is pumped by the pump 16 toward the inner wall side. Since the injection hole 38 for injecting the water 36 is formed, the cleaning water 36 is injected onto the inner wall of the rainwater storage tank 11 and can be cleaned more effectively.

請求項5記載の発明によれば、上澄み水の貯留室26内の上澄み水層14aを排水するための上澄み水ポンプ16aの上澄み水排出管40aに、上澄み水排水用開閉弁30aと洗浄水供給用開閉弁30bを連結し、この洗浄水供給用開閉弁30bを介して流水路31又は洗浄水管37に洗浄水36を供給するようにしたので、洗浄水供給用開閉弁30bを付加するだけで洗浄水を他から供給することなく、上澄み水を用いて上澄み水ポンプ16aで洗浄することができる。   According to the fifth aspect of the present invention, the supernatant water drain opening / closing valve 30a and the washing water supply are supplied to the supernatant water discharge pipe 40a for draining the supernatant water layer 14a in the supernatant water storage chamber 26. Since the on-off valve 30b is connected and the cleaning water 36 is supplied to the water flow channel 31 or the cleaning water pipe 37 through the on-off valve 30b for supplying the cleaning water, only the on-off valve 30b for supplying the cleaning water is added. The washing water can be washed by the supernatant water pump 16a using the supernatant water without supplying washing water from others.

請求項6記載の発明によれば、上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁に沿ってそれぞれ取り付け、これら2つの流水路31に雨水貯留タンク11の底部に向かって傾斜し、上層の上澄み水層14aの排水時に発生する水流で下層の汚濁水層14cが巻き上がるのを防止する水流抑制板33を設けたので、雨水貯留タンク11内に流入した雨水中の汚濁物21は、確実に底部まで落下し、落下後に汚濁物21や汚濁水が巻き上がるのを防止できる。   According to the invention described in claim 6, the flowing water channel 31 communicating with the drainage port 24 of the supernatant water has a bowl-like shape with an open top, and the flowing water channel 31 is formed along the inner walls on both sides of the rainwater storage tank 11. A water flow control plate that is attached to these two water channels 31 and is inclined toward the bottom of the rainwater storage tank 11 and prevents the lower polluted water layer 14c from being rolled up by the water flow generated when the upper supernatant water layer 14a is drained. Since 33 is provided, the pollutant 21 in the rainwater flowing into the rainwater storage tank 11 can surely fall to the bottom and prevent the pollutant 21 and polluted water from rolling up after the fall.

請求項7記載の発明によれば、上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁に沿ってそれぞれ取り付け、これらの流水路31に、雨水貯留タンク11の上部と底部で開口した略垂直な板状をなし、上層の上澄み水層14aの排水時に発生する水流で下層の汚濁水層14cが巻き上がるのを防止する複数枚の水流抑制板33を所定間隔で設けたので、沈殿後に汚濁物21や汚濁水が巻き上がるのを防止できるとともに、雨水中の汚濁物21が略垂直な板状の水流抑制板33に付着するのを極力低減できる。   According to the seventh aspect of the present invention, the flowing water channel 31 communicating with the drainage port 24 of the supernatant water has a bowl shape with an upper part opened, and the flowing water channel 31 is formed along the inner walls on both sides of the rainwater storage tank 11. Attached to these flow channels 31 is a substantially vertical plate opening at the top and bottom of the rainwater storage tank 11, and the lower polluted water layer 14c is rolled up by the water flow generated during drainage of the upper supernatant water layer 14a. Since a plurality of water flow restraining plates 33 for preventing water are provided at predetermined intervals, it is possible to prevent the pollutant 21 and the polluted water from rolling up after sedimentation, and the pollutant 21 in the rainwater is substantially vertical. Adhering to the suppression plate 33 can be reduced as much as possible.

請求項8記載の発明によれば、上澄み水の貯留室26と汚濁水の貯留室27とに隣接して排出室41を設け、この上澄み水の貯留室26と排出室41との隔壁に上部ゲート39aと下部ゲート39bとを設け、前記汚濁水の貯留室27と排出室41との隔壁に汚濁水ゲート39cを設け、前記上部ゲート39a、下部ゲート39b、汚濁水ゲート39cの開閉を制御して排出室41に導かれた貯留雨水14を1台のポンプ16にて排水するようにしたので、1台のポンプと3個のゲートの開閉で上澄み水の排水、汚濁水の排水、洗浄水の供給を制御することができる。   According to the eighth aspect of the present invention, the discharge chamber 41 is provided adjacent to the supernatant water storage chamber 26 and the polluted water storage chamber 27, and the upper portion of the partition wall between the supernatant water storage chamber 26 and the discharge chamber 41 is provided. A gate 39a and a lower gate 39b are provided, a polluted water gate 39c is provided in a partition wall between the polluted water storage chamber 27 and the discharge chamber 41, and the opening and closing of the upper gate 39a, the lower gate 39b and the polluted water gate 39c is controlled. Since the stored rainwater 14 led to the discharge chamber 41 is drained by one pump 16, the drainage of the supernatant water, the drainage of the polluted water, and the washing water by opening and closing one pump and three gates. Can be controlled.

請求項9記載の発明によれば、上澄み水の貯留室26は、底の深い洗浄水貯留部26aとこの洗浄水貯留部26aより浅い上澄み水貯留部26bからなり、1台のポンプ16の吸い込み側を3方に分岐して上澄み水吸込み管42a、汚濁水吸込み管42b、洗浄水吸込み管42cとし、上澄み水吸込み管42aの先端を上澄み水排水用開閉弁30aを介して上澄み水貯留部26bに臨ませ、汚濁水吸込み管42bの先端を汚濁水排水用開閉弁30cを介して汚濁水の貯留室27に臨ませ、洗浄水吸込み管42cの先端を洗浄水供給用開閉弁30bを介して洗浄水貯留部26aに臨ませ、前記上澄み水吸込み管42a、汚濁水吸込み管42b、洗浄水吸込み管42cの開閉を制御して貯留雨水14を1台のポンプ16にて排水するようにしたので、1台のポンプと3個の開閉弁の開閉で上澄み水の排水、汚濁水の排水、洗浄水の供給を制御することができる。   According to the ninth aspect of the present invention, the supernatant water storage chamber 26 includes the wash water storage portion 26a having a deep bottom and the supernatant water storage portion 26b shallower than the wash water storage portion 26a. The supernatant water suction pipe 42a, the polluted water suction pipe 42b, and the washing water suction pipe 42c are branched into three directions, and the top of the supernatant water suction pipe 42a is connected to the supernatant water storage section 26b via the supernatant water drain opening / closing valve 30a. Then, the end of the polluted water suction pipe 42b is faced to the polluted water storage chamber 27 via the polluted water drainage opening / closing valve 30c, and the tip of the washing water suction pipe 42c is passed through the washing water supply opening / closing valve 30b. The cleaning water reservoir 26a is faced, and the supernatant water suction pipe 42a, the polluted water suction pipe 42b, and the cleaning water suction pipe 42c are controlled to open and close so that the stored rainwater 14 is drained by a single pump 16. It can be controlled by the opening and closing of one pump and three off valve draining the supernatant water, wastewater polluted water, the supply of the washing water.

雨水貯留施設から直接公共水路18にポンプ排水する貯留雨水の水質を向上させるには、雨水貯留タンク11内で貯留雨水14を静止して上澄み水層14aと汚濁水層14cとを一旦分離し、分離後、上澄み水の排水口24の出口側に臨ませた上澄み水の貯留室26に、上層の上澄み水層14aを一時的に貯留し、また、汚濁水の排水口25の出口側に臨ませた汚濁水の貯留室27に、下層の汚濁水層14cを一時的に貯留し、これらの上澄み水の貯留室26と汚濁水の貯留室27とで区分して排水することで互いに混合して水質が悪化するのを防止する。   In order to improve the quality of the stored rainwater pumped directly from the rainwater storage facility to the public waterway 18, the stored rainwater 14 is stopped in the rainwater storage tank 11, and the supernatant water layer 14a and the polluted water layer 14c are once separated. After the separation, the upper supernatant water layer 14 a is temporarily stored in the supernatant water storage chamber 26 facing the outlet side of the supernatant water drain port 24, and also on the outlet side of the polluted water drain port 25. The lower polluted water layer 14 c is temporarily stored in the polluted water storage chamber 27, and is separated into the supernatant water storage chamber 26 and the polluted water storage chamber 27 and drained to mix with each other. To prevent the water quality from deteriorating.

下水道の終末処理場にて処理する量をできるだけ少なくするため、上澄み水層14aに汚濁水層14cが混合するのを防止する水流抑制板33を雨水貯留タンク11内に設け、また、雨水貯留タンク11内には、上澄み水の排水口24に臨ませて流水路31を設け、下方の汚濁水層14cは、できるだけ上澄み水の流水路31に流れ込まないようにする。
これにより、より一層、上澄み水層14aに汚濁水層14cが混合しないようにして上澄み水層14aをできるだけ多く公共水路18に放流する。
In order to minimize the amount to be treated at the final treatment plant of the sewer, a water flow suppression plate 33 for preventing the contaminated water layer 14c from mixing with the supernatant water layer 14a is provided in the rain water storage tank 11, and the rain water storage tank 11, a water flow path 31 is provided facing the drainage port 24 of the supernatant water, and the lower polluted water layer 14 c is prevented from flowing into the water flow path 31 of the supernatant water as much as possible.
As a result, the supernatant water layer 14a is discharged into the public water channel 18 as much as possible without further mixing the contaminated water layer 14c with the supernatant water layer 14a.

雨水貯留タンク11に付着したり、堆積した汚濁物21をできるだけ簡単な装置で洗浄できるようにするため、上澄み水層14aを上澄み水の貯留室26内に一部残しておき、雨水貯留タンク11内の排水が終了した後で雨水貯留タンク11の内壁に沿って設けた水流抑制板33又は洗浄水管37に残しておいた上澄み水層14aを逆流させて洗浄する。   In order to be able to wash the accumulated contaminants 21 attached to the rainwater storage tank 11 with a simple device as much as possible, a part of the supernatant water layer 14a is left in the supernatant water storage chamber 26, and the rainwater storage tank 11 After the inside drainage is finished, the supernatant water layer 14a left on the water flow suppression plate 33 or the washing water pipe 37 provided along the inner wall of the rainwater storage tank 11 is washed back.

以下、本発明の実施例1を図1ないし図4に基づき説明する。
公園、道路際、河川などの地面10の下に、雨水貯留管や雨水貯留槽などの雨水貯留タンク11がその排水端部側がやや傾斜して埋設され、貯留雨水14が排水口25に向かって自然流下するようになっている。この雨水貯留タンク11は、例えば、1万m以上の容積を持ち、雨水を集水するためマンホール12の雨水の集水路22、雨水の集水管23などが連結されている。
A first embodiment of the present invention will be described below with reference to FIGS.
A rainwater storage tank 11 such as a rainwater storage pipe or rainwater storage tank is buried under a ground 10 such as a park, roadside, or river, with its drain end side slightly inclined, and the stored rainwater 14 is directed toward the drainage port 25. It has come down naturally. The rainwater storage tank 11 has, for example, a capacity of 10,000 m 3 or more, and is connected with a rainwater collecting channel 22 of the manhole 12, a rainwater collecting pipe 23, and the like for collecting rainwater.

また、前記雨水貯留タンク11の略中間の高さには、その内壁に沿って上澄み水層14aを流すとともに、洗浄水を流すための樋状の2個の流水路31が内壁との間に隙間を有するようにスペーサ34を介在して略水平に設けられている。これらの2個の流水路31は、その底板部分が図9(b)に示すような上澄み水層14aと汚濁水層14cとを混合する水流の発生を抑制する。しかし、もし、2個の流水路31の間が大きく開いていると、図9(b)に示すような上澄み水層14aと汚濁水層14cとを混合する水流が発生するおそれがあるため、これを抑制するための2枚の水流抑制板33が中央に隙間を持って設けられており、この水流抑制板33は、雨水流入管13から流れ込んできた雨水中の汚濁物21が底部へ落下するように中央に向かって傾斜している。   In addition, at the almost intermediate height of the rainwater storage tank 11, the supernatant water layer 14a flows along the inner wall, and two bowl-shaped flow channels 31 for flowing the washing water are between the inner wall. It is provided substantially horizontally with a spacer 34 so as to have a gap. These two flowing water channels 31 suppress the generation of water flow in which the bottom plate portion mixes the supernatant water layer 14a and the contaminated water layer 14c as shown in FIG. 9B. However, if there is a large gap between the two water channels 31, there is a risk of generating a water flow that mixes the supernatant water layer 14 a and the contaminated water layer 14 c as shown in FIG. In order to suppress this, two water flow suppression plates 33 are provided with a gap in the center, and in this water flow suppression plate 33, the pollutant 21 in the rainwater flowing in from the rainwater inflow pipe 13 falls to the bottom. Inclined towards the center.

前記流水路31は、図4(a)に示すように、断面が上向きU字形の樋状をなし、雨水貯留タンク11の内壁側に面した側板は、反対側よりやや低く、かつ、雨水貯留タンク11の内壁に向かって洗浄水36を流すための連続した山形の流下用切欠き32が設けられている。前記流水路31は、断面U字形に限られず、図4(b)に示すように、断面が上向き半円弧形の樋状をなし、一方の側板に流下用切欠き32を形成したものであっても良い。   As shown in FIG. 4 (a), the flowing water channel 31 has a U-shaped cross-section, and the side plate facing the inner wall side of the rain water storage tank 11 is slightly lower than the opposite side, and the rain water storage A continuous mountain-shaped flow-out notch 32 for flowing the washing water 36 toward the inner wall of the tank 11 is provided. The flow channel 31 is not limited to a U-shaped cross section, and as shown in FIG. 4 (b), the cross section has a semicircular arc-shaped cross section, and a flow notch 32 is formed on one side plate. There may be.

前記雨水貯留タンク11の排水端面の外には、汚濁水の貯留室27と上澄み水の貯留室26が互いに仕切られて設けられている。また、前記雨水貯留タンク11の排水端面には、上部に上澄み水の排水口24が開口し、底部側に汚濁水の排水口25が開口している。前記上澄み水の排水口24には、前記流水路31が貫通突設され、この流水路31の突出端部は、ゲート35を介して上澄み水の貯留室26に臨ませられ、また、前記汚濁水の排水口25は、汚濁水の貯留室27に連通している。   Outside the drainage end face of the rainwater storage tank 11, a polluted water storage chamber 27 and a supernatant water storage chamber 26 are separated from each other. Further, the drainage end surface of the rainwater storage tank 11 has a drainage port 24 for supernatant water at the top and a drainage port 25 for polluted water at the bottom. The flowing water channel 31 is provided through the drainage port 24 of the supernatant water, and the protruding end portion of the flowing water channel 31 faces the storage chamber 26 of the supernatant water through the gate 35. The water drain port 25 communicates with the polluted water storage chamber 27.

前記上澄み水の貯留室26内には、上澄み水ポンプ16aが設置され、この上澄み水ポンプ16aに連結した上澄み水排出管40aは、上澄み水排水用開閉弁30aを介して公共水路18に臨ませられるとともに、洗浄水供給用開閉弁30bを介して流水路31に臨ませられている。また、汚濁水の貯留室27内には、汚濁水ポンプ16cが設置され、この汚濁水ポンプ16cに連結した汚濁水排出管40bは、汚濁水排水用開閉弁30cを介して下水道管19に臨ませられている。   A supernatant water pump 16a is installed in the supernatant water storage chamber 26, and a supernatant water discharge pipe 40a connected to the supernatant water pump 16a faces the public waterway 18 through a supernatant water drain opening / closing valve 30a. At the same time, it is made to face the flowing water channel 31 through the on-off valve 30b for supplying the washing water. In addition, a polluted water pump 16c is installed in the polluted water storage chamber 27, and the polluted water discharge pipe 40b connected to the polluted water pump 16c faces the sewer pipe 19 via the polluted water drainage on-off valve 30c. It has been done.

以上のように構成された貯留雨水の処理装置の作用を説明する。
地面10に降った雨は、雨水の集水路22や雨水の集水管23から溢れると、雨水流入管13を通って雨水貯留タンク11内に貯留する。雨水貯留タンク11内で貯留雨水14を一定時間静止すると、汚濁物21は、2個の水流抑制板33の間を通って底部に沈下させ、かつ、上澄み水層14aと汚濁水層14cに分離される。
The operation of the stored rainwater treatment apparatus configured as described above will be described.
When the rain that has fallen on the ground 10 overflows from the rainwater collecting channel 22 and the rainwater collecting pipe 23, it is stored in the rainwater storage tank 11 through the rainwater inflow pipe 13. When the stored rainwater 14 is kept stationary for a certain period of time in the rainwater storage tank 11, the pollutant 21 sinks to the bottom through the two water flow control plates 33 and separates into the supernatant water layer 14a and the polluted water layer 14c. Is done.

雨水貯留タンク11内に貯留された貯留雨水14は、2個の流水路31の底板部分及び水流抑制板33によって、上澄み水層14aと汚濁水層14cとを混合する水流の発生が抑制され、上澄み水層14aは、流水路31のゲート35を開くことにより、上澄み水の排水口24を経て上澄み水の貯留室26に導かれ、また、汚濁水層14cは、汚濁水の排水口25を経て汚濁水の貯留室27に導かれる。
上澄み水の貯留室26内の上澄み水層14aは、上澄み水排水用開閉弁30aのみを開き、上澄み水ポンプ16aを駆動することによって、公共水路18に放流され、公共水域に放流する。上澄み水の貯留室26内の上澄み水層14aは、すべてを放流することなく、洗浄水36として使用する分を残しておく。
次に、汚濁水の貯留室27内の汚濁水層14cは、汚濁水排水用開閉弁30cのみを開き、汚濁水ポンプ16cを駆動することによって、下水道管19に放流され、図示しない下水処理施設で浄化処理を行ない、公共水域に放流する。
The stored rainwater 14 stored in the rainwater storage tank 11 is suppressed by the bottom plate portion of the two flowing water passages 31 and the water flow suppression plate 33 from being generated by a water flow that mixes the supernatant water layer 14a and the contaminated water layer 14c. The supernatant water layer 14a is led to the supernatant water storage chamber 26 through the supernatant water drain port 24 by opening the gate 35 of the flowing water channel 31, and the polluted water layer 14c is connected to the polluted water drain port 25. After that, it is led to the storage chamber 27 of the polluted water.
The supernatant water layer 14a in the supernatant water storage chamber 26 is discharged into the public waterway 18 by opening only the supernatant water draining on-off valve 30a and driving the supernatant water pump 16a, and then discharged into the public water area. The supernatant water layer 14a in the supernatant water storage chamber 26 leaves the portion to be used as the washing water 36 without discharging all of it.
Next, the polluted water layer 14c in the polluted water storage chamber 27 is discharged into the sewer pipe 19 by opening only the polluted water draining on-off valve 30c and driving the polluted water pump 16c, and a sewage treatment facility (not shown). Clean up and discharge to public water.

汚濁水の貯留室27内の汚濁水層14cの排水が完了した後、洗浄水供給用開閉弁30bのみを開き、かつ、ゲート35を閉じて、上澄み水の貯留室26内に残っている上澄み水層14aを上澄み水ポンプ16aによって流水路31に送水する。すると、その水は、流水路31を逆流して流水路31内から流下用切欠き32を越流し、図4(a)又は(b)に示すように洗浄水36となって雨水貯留タンク11の内壁に沿っ流下する。この洗浄水36によって雨水貯留タンク11の内壁の汚濁物21は洗い流されて汚濁水層14cとなって雨水貯留タンク11の底部に貯まる。雨水貯留タンク11の底部に貯まった汚濁水層14cは、再び汚濁水排水用開閉弁30cを開き、汚濁水ポンプ16cを駆動して下水道管19に放流する。
なお、洗浄水36は、上澄み水層14aではなく、図示しない水源から導いてきた清水を使用することもできる。
After the drainage of the polluted water layer 14c in the polluted water storage chamber 27 is completed, only the cleaning water supply opening / closing valve 30b is opened, the gate 35 is closed, and the supernatant remaining in the supernatant water storage chamber 26 The water layer 14a is fed to the flowing water channel 31 by the supernatant water pump 16a. Then, the water flows backward through the flowing water channel 31 and overflows the notch 32 for flowing down from the flowing water channel 31 to become the washing water 36 as shown in FIG. 4 (a) or (b). It flows down along the inner wall. The washed water 36 causes the contaminants 21 on the inner wall of the rainwater storage tank 11 to be washed away to form a contaminated water layer 14 c and stored at the bottom of the rainwater storage tank 11. The polluted water layer 14c stored at the bottom of the rainwater storage tank 11 opens the polluted water drain opening / closing valve 30c again, drives the polluted water pump 16c, and discharges it to the sewer pipe 19.
In addition, the washing water 36 can use the clear water led from the water source which is not illustrated instead of the supernatant water layer 14a.

前記実施例1では、上澄み水層14aと汚濁水層14cとの混合水流を抑制するために、2枚の水流抑制板33を中央に隙間を持って、かつ、雨水中の汚濁物21が底部へ落下するように中央に向かって傾斜して形成した。
しかし、これに限られるものではなく、図5(a)(b)に示すように、流水路31の下面に、雨水貯留タンク11の上部側と底部側で隙間を有するように、垂直な水流抑制板33を所定間隔で配置することにより、上澄み水層14aが上澄み水の排水口24から流れ出るときの水流で汚濁水層14cが巻き上げられるのを防止することができる。
In the first embodiment, in order to suppress the mixed water flow of the supernatant water layer 14a and the contaminated water layer 14c, the two water flow suppression plates 33 have a gap at the center, and the pollutant 21 in the rainwater is at the bottom. Inclined toward the center so as to fall into the center.
However, the present invention is not limited to this. As shown in FIGS. 5 (a) and 5 (b), a vertical water flow such that there is a gap between the upper side and the bottom side of the rainwater storage tank 11 on the lower surface of the water flow channel 31. By disposing the suppression plates 33 at predetermined intervals, it is possible to prevent the polluted water layer 14c from being rolled up by the water flow when the supernatant water layer 14a flows out from the drain port 24 of the supernatant water.

前記実施例1では、洗浄水36を放水するのに、流水路31を逆流させて流下用切欠き32が越流する水で洗浄するようにした。
しかし、これに限られるものではなく、図6に示すように、流水路31の下部に、雨水貯留タンク11の内壁に向かって多数の噴射孔38を穿設し、かつ、一端を開口し、他端を閉鎖した洗浄水管37を配置するようにしても良い。そして、この洗浄水管37の開口端部に洗浄水供給用開閉弁30bを介して上澄み水排出管40aに直接接続し、上澄み水層14a又は他から供給した清水を洗浄水管37に圧送することにより、噴射孔38から洗浄水36が噴射し、雨水貯留タンク11の内壁の汚濁物21を洗い流すことができる。この実施例2による方法は、実施例1による越流する水で洗浄するよりも洗浄効果は優れているが、上澄み水ポンプ16aに洗浄水を圧送する出力を必要とする。
In the first embodiment, in order to discharge the cleaning water 36, the flowing water channel 31 is made to flow backward and washed with the water that the notch 32 for flowing down overflows.
However, the present invention is not limited to this, as shown in FIG. 6, a number of injection holes 38 are formed in the lower part of the water flow channel 31 toward the inner wall of the rainwater storage tank 11, and one end is opened, You may make it arrange | position the washing water pipe | tube 37 which closed the other end. Then, the cleaning water pipe 37 is directly connected to the supernatant water discharge pipe 40a via the cleaning water supply opening / closing valve 30b at the opening end of the washing water pipe 37, and the fresh water supplied from the supernatant water layer 14a or other is pumped to the washing water pipe 37. The washing water 36 is jetted from the injection hole 38, and the contaminants 21 on the inner wall of the rainwater storage tank 11 can be washed away. Although the method according to the second embodiment has a higher cleaning effect than the cleaning with the overflowing water according to the first embodiment, it requires an output for pumping the cleaning water to the supernatant water pump 16a.

前記実施例1では、上澄み水層14aを排水する上澄み水ポンプ16aと汚濁水層14cを排水する汚濁水ポンプ16cとを別個のものとした。
しかし、これに限られるものではなく、1台のポンプ16により上澄み水層14aと汚濁水層14cとを排水することができる。すなわち、図7(a)(b)に示すように、上澄み水の貯留室26と汚濁水の貯留室27に隣接して排出室41を設け、この排出室41と上澄み水の貯留室26との隔壁には、上部ゲート39aと下部ゲート39bを設け、また、排出室41と汚濁水の貯留室27との隔壁には、汚濁水ゲート39cを設ける。
そして、まず上部ゲート39aのみを開いて上澄み水の貯留室26に導かれた上澄み水層14aを排出室41に導き入れて排水し、次いで、汚濁水ゲート39cのみを開いて汚濁水の貯留室27に導かれた汚濁水層14cを排出室41に導き入れて排水する。その後、汚濁水ゲート39cを開いて上澄み水層14aを排出室41に導き入れて流水路31又は洗浄水管37に送り洗浄し、最後に再び汚濁水ゲート39cのみを開いて汚濁水の貯留室27に導かれた汚濁水層14cを排出室41に導き入れて排水する。
In the first embodiment, the supernatant water pump 16a for draining the supernatant water layer 14a and the polluted water pump 16c for draining the polluted water layer 14c are separated.
However, the present invention is not limited to this, and the supernatant water layer 14 a and the contaminated water layer 14 c can be drained by a single pump 16. That is, as shown in FIGS. 7A and 7B, a discharge chamber 41 is provided adjacent to the supernatant water storage chamber 26 and the contaminated water storage chamber 27, and the discharge chamber 41 and the supernatant water storage chamber 26 are provided. An upper gate 39a and a lower gate 39b are provided in the partition wall, and a polluted water gate 39c is provided in the partition wall between the discharge chamber 41 and the polluted water storage chamber 27.
First, only the upper gate 39a is opened, and the supernatant water layer 14a guided to the supernatant water storage chamber 26 is led into the discharge chamber 41 for drainage, and then only the polluted water gate 39c is opened to open the polluted water storage chamber. The polluted water layer 14c led to 27 is introduced into the discharge chamber 41 and drained. Thereafter, the polluted water gate 39c is opened, the supernatant water layer 14a is introduced into the discharge chamber 41 and sent to the water flow channel 31 or the washing water pipe 37 for cleaning. Finally, only the polluted water gate 39c is opened again to collect the polluted water storage chamber 27. The polluted water layer 14c led to is introduced into the discharge chamber 41 and drained.

図8(a)(b)は、1台のポンプ16により上澄み水層14aと汚濁水層14cとを排水する他の例を示すもので、上澄み水の貯留室26は、底部の一部を深くして洗浄水貯留部26aとし、浅い部分を上澄み水貯留部26bとする。そして、ポンプ16の上澄み水吸込み管42aを上澄み水貯留部26bの底部に臨ませ、ポンプ16の洗浄水吸込み管42cを洗浄水貯留部26aの底部に臨ませ、ポンプ16の汚濁水吸込み管42bを汚濁水の貯留室27の底部に臨ませる。
そして、まず上澄み水排水用開閉弁30aのみを開いて上澄み水貯留部26bに導かれた上澄み水層14aをポンプ16により排水し、次いで、汚濁水排水用開閉弁30cのみを開いて汚濁水の貯留室27に導かれた汚濁水層14cを排水する。その後、洗浄水供給用開閉弁30bを開いて上澄み水層14aを洗浄水貯留部26aに導かれた上澄み水層14aを流水路31又は洗浄水管37に送り洗浄し、最後に再び汚濁水排水用開閉弁30cのみを開いて汚濁水の貯留室27に導かれた汚濁水層14cを排水する。
FIGS. 8A and 8B show another example in which the supernatant water layer 14a and the polluted water layer 14c are drained by a single pump 16, and the supernatant water storage chamber 26 has a part of the bottom. The washing water reservoir 26a is made deeper, and the shallow water portion is called the supernatant water reservoir 26b. Then, the supernatant water suction pipe 42a of the pump 16 faces the bottom of the supernatant water storage section 26b, the cleaning water suction pipe 42c of the pump 16 faces the bottom of the cleaning water storage section 26a, and the dirty water suction pipe 42b of the pump 16 On the bottom of the polluted water storage chamber 27.
Then, only the supernatant water drainage opening / closing valve 30a is opened, and the supernatant water layer 14a guided to the supernatant water reservoir 26b is drained by the pump 16, and then only the polluted water drainage opening / closing valve 30c is opened to open the polluted water. The polluted water layer 14c guided to the storage chamber 27 is drained. Thereafter, the cleaning water supply opening / closing valve 30b is opened, and the supernatant water layer 14a led to the cleaning water reservoir 26a is sent to the water flow channel 31 or the cleaning water pipe 37 for cleaning, and finally, again for the drainage of polluted water. Only the on-off valve 30c is opened, and the polluted water layer 14c guided to the polluted water storage chamber 27 is drained.

本発明による貯留雨水の処理装置の実施例1を示す縦断側面図である。It is a vertical side view which shows Example 1 of the processing apparatus of the stored rainwater by this invention. 図1における貯留雨水の処理装置の横断平面図である。It is a cross-sectional top view of the processing apparatus of the stored rainwater in FIG. 図1における貯留雨水の処理装置の縦断正面図である。It is a vertical front view of the stored rainwater processing apparatus in FIG. 本発明による流水路31の異なる例を示すもので、(a)は、第1例を示す斜視図、(b)は、第2例を示す縦断面図である。The example from which the flowing water channel 31 by this invention differs is shown, (a) is a perspective view which shows a 1st example, (b) is a longitudinal cross-sectional view which shows a 2nd example. 本発明による貯留雨水の処理装置の実施例2を示すもので、(a)は、縦断側面図、(b)は、縦断正面図である。Example 2 of the processing apparatus for stored rainwater by this invention is shown, (a) is a vertical side view, (b) is a vertical front view. 本発明による貯留雨水の処理装置の実施例3を示すもので、(a)は、縦断正面図、(b)は、洗浄水管37の一部切り欠いた平面図である。FIG. 3 shows a third embodiment of a treatment apparatus for stored rainwater according to the present invention, in which (a) is a longitudinal front view, and (b) is a plan view in which a wash water pipe 37 is partially cut away. 本発明による貯留雨水の処理装置の実施例4を示すもので、(a)は、縦断平面図、(b)は、縦断側面図である。Example 4 of the processing apparatus for stored rainwater by this invention is shown, (a) is a vertical plan view, (b) is a vertical side view. 本発明による貯留雨水の処理装置の実施例5を示すもので、(a)は、縦断平面図、(b)は、縦断側面図である。Example 5 of the processing apparatus of the stored rainwater by this invention is shown, (a) is a vertical plan view, (b) is a vertical side view. 従来の貯留雨水の処理装置を示すもので、(a)は、全体の縦断平面図、(b)は、水流の説明図である。The conventional stored rainwater processing apparatus is shown, (a) is the whole longitudinal cross-sectional top view, (b) is explanatory drawing of a water flow.

符号の説明Explanation of symbols

10…地面、11…雨水貯留タンク、12…マンホール、13…雨水流入管、14…貯留雨水、14a…上澄み水層、14b…中間水層、14c…汚濁水層、15a…上部排水口、15b…中間排水口、15c…下部排水口、16…ポンプ、16a…上澄み水ポンプ、16b…中間水ポンプ、16c…汚濁水ポンプ、17…水流、18…公共水路、19…下水道管、20…開閉弁、21…汚濁物、22…雨水の集水路、23…雨水の集水管、24…上澄み水の排水口、25…汚濁水の排水口、26…上澄み水の貯留室、26a…洗浄水貯留部、26b…上澄み水貯留部、27…汚濁水の貯留室、30…開閉弁、30a…上澄み水排水用開閉弁、30b…洗浄水供給用開閉弁、30c…汚濁水排水用開閉弁、31…流水路、32…流下用切欠き、33…水流抑制板、34…スペーサ、35…ゲート、36…洗浄水、37…洗浄水管、38…噴射孔、39…ゲート、39a…上部ゲート、39b…下部ゲート、39c…汚濁水ゲート、40a…上澄み水排出管、40b…汚濁水排出管、41…排出室、42a…上澄み水吸込み管、42b…汚濁水吸込み管、42c…洗浄水吸込み管。
DESCRIPTION OF SYMBOLS 10 ... Ground, 11 ... Rainwater storage tank, 12 ... Manhole, 13 ... Rainwater inflow pipe, 14 ... Reserved rainwater, 14a ... Supernatant water layer, 14b ... Intermediate water layer, 14c ... Polluted water layer, 15a ... Upper drainage port, 15b ... Intermediate drain, 15c ... Lower drain, 16 ... Pump, 16a ... Supernatant water pump, 16b ... Intermediate water pump, 16c ... Contaminated water pump, 17 ... Water flow, 18 ... Public waterway, 19 ... Sewer pipe, 20 ... Opening and closing Valve, 21 ... Polluted material, 22 ... Rainwater collecting channel, 23 ... Rainwater collecting pipe, 24 ... Supernatant water drain, 25 ... Polluted water drain, 26 ... Supernatant water storage chamber, 26a ... Wash water reservoir , 26b... Supernatant water storage section, 27... Polluted water storage chamber, 30 .. open / close valve, 30a .. supernatant water drain on / off valve, 30b .. wash water supply on / off valve, 30c .. polluted water drain on / off valve, 31. ... flow channel, 32 ... notch for flow down 33 ... Water flow suppression plate, 34 ... Spacer, 35 ... Gate, 36 ... Washing water, 37 ... Washing water pipe, 38 ... Injection hole, 39 ... Gate, 39a ... Upper gate, 39b ... Lower gate, 39c ... Polluted water gate, 40a ... supernatant water discharge pipe, 40b ... polluted water discharge pipe, 41 ... discharge chamber, 42a ... supernatant water suction pipe, 42b ... polluted water suction pipe, 42c ... wash water suction pipe.

Claims (9)

雨水貯留タンク11内に貯留した貯留雨水14を、上層の上澄み水層14aと下層の汚濁水層14cとに静止分離してポンプ16により排水するようにした貯留雨水の処理装置において、前記雨水貯留タンク11の排水端部に、前記上澄み水層14aを排水する上澄み水の排水口24と前記汚濁水層14cを排水する汚濁水の排水口25とを設け、前記上澄み水の排水口24に連通する流水路31を、前記雨水貯留タンク11の内壁に沿って略水平に設け、前記上澄み水の排水口24の出口側に臨ませて上層の上澄み水層14aを一時的に貯留する上澄み水の貯留室26を設け、前記汚濁水の排水口25の出口側に臨ませて下層の汚濁水層14cを一時的に貯留する汚濁水の貯留室27を設け、前記上澄み水の貯留室26内の上澄み水層14aと前記汚濁水の貯留室27内の汚濁水層14cとをそれぞれ区別してポンプ16にて排水するようにしたことを特徴とする貯留雨水の処理装置。   In the stored rainwater treatment apparatus, the rainwater storage tank 11 stored in the rainwater storage tank 11 is statically separated into an upper supernatant water layer 14a and a lower polluted water layer 14c and drained by a pump 16. Provided at the drain end of the tank 11 is a supernatant water drain port 24 for draining the supernatant water layer 14a and a polluted water drain port 25 for draining the polluted water layer 14c, and communicates with the supernatant water drain port 24. The water flow path 31 is provided substantially horizontally along the inner wall of the rainwater storage tank 11 and faces the outlet side of the drainage port 24 of the supernatant water so as to temporarily store the supernatant water layer 14a. A storage chamber 26 is provided, a polluted water storage chamber 27 is provided to temporarily store the lower polluted water layer 14c facing the outlet side of the polluted water drain 25, and the inside of the supernatant water storage chamber 26 is provided. Supernatant water layer 14 A processing unit for storing rainwater, characterized in that as draining the the polluted water layer 14c of polluted water in storage chamber 27 in the pump 16 to distinguish each. 雨水貯留タンク11の内部に、上層の上澄み水層14aの排水時に発生する水流で下層の汚濁水層14cが巻き上がるのを防止する水流抑制板33を設けたことを特徴とする請求項1記載の貯留雨水の処理装置。   The water flow suppression plate 33 for preventing the lower polluted water layer 14c from being rolled up by the water flow generated when draining the upper supernatant water layer 14a is provided inside the rain water storage tank 11. Rainwater treatment equipment. 上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁との間に隙間を持ってそれぞれ取り付け、この流水路31の雨水貯留タンク11の内壁側の側壁に、洗浄水を越流する流下用切欠き32を形成したことを特徴とする請求項1記載の貯留雨水の処理装置。   The water flow channel 31 communicating with the drainage port 24 of the supernatant water has a bowl shape with an upper opening, and the water flow channel 31 is attached with a gap between the inner walls on both sides of the rainwater storage tank 11. The apparatus for treating stored rainwater according to claim 1, wherein a notch 32 for flowing down is formed on a side wall on the inner wall side of the rainwater storage tank 11. 上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁に沿ってそれぞれ取り付け、この流水路31に沿って雨水貯留タンク11の両側の内壁との間に隙間を持ってそれぞれ洗浄水管37を取り付け、この洗浄水管37に、内壁側に向けてポンプ16により圧送された洗浄水36を噴射する噴射孔38を形成したことを特徴とする請求項1記載の貯留雨水の処理装置。   The flowing water channel 31 communicating with the drainage port 24 of the supernatant water has a bowl-like shape with an open top, and the flowing water channel 31 is attached along the inner walls on both sides of the rainwater storage tank 11. A cleaning water pipe 37 is attached to each of the inner walls on both sides of the storage tank 11 with a gap therebetween, and an injection hole 38 for injecting the cleaning water 36 pumped by the pump 16 toward the inner wall side is formed in the cleaning water pipe 37. The apparatus for treating stored rainwater according to claim 1, wherein: 上澄み水の貯留室26内の上澄み水層14aを排水するための上澄み水ポンプ16aの上澄み水排出管40aに、上澄み水排水用開閉弁30aと洗浄水供給用開閉弁30bを連結し、この洗浄水供給用開閉弁30bを介して流水路31又は洗浄水管37に洗浄水36を供給するようにしたことを特徴とする請求項3又は4記載の貯留雨水の処理装置。   A supernatant water drain on / off valve 30a and a wash water supply on / off valve 30b are connected to a supernatant water discharge pipe 40a for draining the supernatant water layer 14a in the supernatant water storage chamber 26, and this washing is performed. The apparatus for treating stored rainwater according to claim 3 or 4, characterized in that the wash water (36) is supplied to the water flow path (31) or the wash water pipe (37) via the water supply opening / closing valve (30b). 上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁に沿ってそれぞれ取り付け、これら2つの流水路31に雨水貯留タンク11の底部に向かって傾斜し、上層の上澄み水層14aの排水時に発生する水流で下層の汚濁水層14cが巻き上がるのを防止する水流抑制板33を設けたことを特徴とする請求項1記載の貯留雨水の処理装置。   The flowing water channel 31 communicating with the drainage port 24 of the supernatant water has a bowl shape with an upper opening, and the flowing water channel 31 is attached along the inner walls on both sides of the rainwater storage tank 11, and rainwater is attached to these two flowing water channels 31. A water flow suppression plate 33 is provided which is inclined toward the bottom of the storage tank 11 and prevents the lower polluted water layer 14c from being rolled up by the water flow generated when the upper supernatant water layer 14a is drained. Item 1. A stored rainwater treatment apparatus according to item 1. 上澄み水の排水口24に連通する流水路31は、上部を開口した樋状をなし、この流水路31を雨水貯留タンク11の両側の内壁に沿ってそれぞれ取り付け、これらの流水路31に、雨水貯留タンク11の上部と底部で開口した略垂直な板状をなし、上層の上澄み水層14aの排水時に発生する水流で下層の汚濁水層14cが巻き上がるのを防止する複数枚の水流抑制板33を所定間隔で設けたことを特徴とする請求項1記載の貯留雨水の処理装置。   The flowing water channel 31 communicating with the drainage port 24 of the supernatant water has a bowl-like shape with an open top, and the flowing water channel 31 is attached along the inner walls on both sides of the rainwater storage tank 11, and rainwater is attached to these flowing water channels 31. A plurality of water flow restraining plates that form a substantially vertical plate opening at the top and bottom of the storage tank 11 and prevent the lower polluted water layer 14c from being rolled up by the water flow generated when the upper supernatant water layer 14a is drained. The apparatus for treating stored rainwater according to claim 1, wherein 33 is provided at predetermined intervals. 上澄み水の貯留室26と汚濁水の貯留室27とに隣接して排出室41を設け、この上澄み水の貯留室26と排出室41との隔壁に上部ゲート39aと下部ゲート39bとを設け、前記汚濁水の貯留室27と排出室41との隔壁に汚濁水ゲート39cを設け、前記上部ゲート39a、下部ゲート39b、汚濁水ゲート39cの開閉を制御して排出室41に導かれた貯留雨水14を1台のポンプ16にて排水するようにしたことを特徴とする請求項1記載の貯留雨水の処理装置。   A discharge chamber 41 is provided adjacent to the supernatant water storage chamber 26 and the polluted water storage chamber 27, and an upper gate 39 a and a lower gate 39 b are provided on the partition wall between the supernatant water storage chamber 26 and the discharge chamber 41, A storm water gate 39c is provided in a partition wall between the sewage water storage chamber 27 and the discharge chamber 41, and the stored rainwater led to the discharge chamber 41 by controlling the opening and closing of the upper gate 39a, the lower gate 39b and the sewage water gate 39c. 14. The apparatus for treating stored rainwater according to claim 1, wherein 14 is drained by a single pump 16. 上澄み水の貯留室26は、底の深い洗浄水貯留部26aとこの洗浄水貯留部26aより浅い上澄み水貯留部26bからなり、1台のポンプ16の吸い込み側を3方に分岐して上澄み水吸込み管42a、汚濁水吸込み管42b、洗浄水吸込み管42cとし、上澄み水吸込み管42aの先端を上澄み水排水用開閉弁30aを介して上澄み水貯留部26bに臨ませ、汚濁水吸込み管42bの先端を汚濁水排水用開閉弁30cを介して汚濁水の貯留室27に臨ませ、洗浄水吸込み管42cの先端を洗浄水供給用開閉弁30bを介して洗浄水貯留部26aに臨ませ、前記上澄み水吸込み管42a、汚濁水吸込み管42b、洗浄水吸込み管42cの開閉を制御して貯留雨水14を1台のポンプ16にて排水するようにしたことを特徴とする請求項1記載の貯留雨水の処理装置。
The supernatant water storage chamber 26 includes a wash water storage portion 26a having a deep bottom and a supernatant water storage portion 26b shallower than the wash water storage portion 26a, and the suction side of one pump 16 is branched into three directions. A suction pipe 42a, a polluted water suction pipe 42b, and a washing water suction pipe 42c are formed, and the tip of the supernatant water suction pipe 42a is caused to face the supernatant water storage section 26b via the supernatant water draining on-off valve 30a, and the polluted water suction pipe 42b is formed. The tip of the cleaning water drainage opening / closing valve 30c is exposed to the contaminated water storage chamber 27, and the tip of the cleaning water suction pipe 42c is exposed to the cleaning water supply opening / closing valve 30b to the cleaning water reservoir 26a. The stored rainwater 14 is drained by a single pump 16 by controlling the opening and closing of the supernatant water suction pipe 42a, the polluted water suction pipe 42b, and the washing water suction pipe 42c. Processing apparatus of distillate rainwater.
JP2003383911A 2003-11-13 2003-11-13 Stored rainwater treatment device Pending JP2005146600A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015014088A (en) * 2013-07-03 2015-01-22 株式会社荏原製作所 Underground drainage pump facility
CN112012326A (en) * 2020-08-18 2020-12-01 天津市市政工程设计研究院 Intensive double-deck drainage pump station of ground saving

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JPH04124335A (en) * 1990-09-14 1992-04-24 Nkk Corp Primary storage equipment for sewage
JPH0999203A (en) * 1995-10-04 1997-04-15 Nippon Solid Co Ltd Treatment of rain water and/or waste water
JPH09302733A (en) * 1996-05-16 1997-11-25 Aisin Seiki Co Ltd Storm water utilizer
JP2000160606A (en) * 1998-11-30 2000-06-13 Takiron Co Ltd Rain water storage device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04124335A (en) * 1990-09-14 1992-04-24 Nkk Corp Primary storage equipment for sewage
JPH0999203A (en) * 1995-10-04 1997-04-15 Nippon Solid Co Ltd Treatment of rain water and/or waste water
JPH09302733A (en) * 1996-05-16 1997-11-25 Aisin Seiki Co Ltd Storm water utilizer
JP2000160606A (en) * 1998-11-30 2000-06-13 Takiron Co Ltd Rain water storage device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015014088A (en) * 2013-07-03 2015-01-22 株式会社荏原製作所 Underground drainage pump facility
CN112012326A (en) * 2020-08-18 2020-12-01 天津市市政工程设计研究院 Intensive double-deck drainage pump station of ground saving

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