JP4871766B2 - Turbid water treatment equipment - Google Patents

Turbid water treatment equipment Download PDF

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JP4871766B2
JP4871766B2 JP2007070201A JP2007070201A JP4871766B2 JP 4871766 B2 JP4871766 B2 JP 4871766B2 JP 2007070201 A JP2007070201 A JP 2007070201A JP 2007070201 A JP2007070201 A JP 2007070201A JP 4871766 B2 JP4871766 B2 JP 4871766B2
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清浩 戸澤
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Okumura Corp
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本発明は、工事現場等で発生した濁水を処理する装置に関する。   The present invention relates to an apparatus for treating muddy water generated at a construction site or the like.

工事現場や工場等の濁水が発生する施設等では、濁水を浄化して工事用水として再利用することや(下記特許文献1参照)、濁水を浄化して河川等に放流することが行われている(下記特許文献2参照)。また、工事現場等から放流される水のpH(ペーハー)や濁度等については厳しい基準値が設けられており、河川等に水を放流する場合にはその基準値を満たさなければ放流することができない。   In facilities where turbid water is generated such as construction sites and factories, the turbid water is purified and reused as construction water (see Patent Document 1 below), or the turbid water is purified and released into rivers, etc. (See Patent Document 2 below). In addition, there are strict standard values for the pH (pH) and turbidity of water discharged from construction sites, etc., and when water is discharged into rivers, the water must be discharged if the standard value is not met. I can't.

特許文献1には、工事現場からの排水を貯留する排水槽と、ポンプによって排水槽から汲み出された水を浄化する濁水浄化装置と、浄化された水を貯留する給水槽等を備え、この給水槽の水を工事用水として利用する循環型給排水システムが開示されている。当該システムでは、工事用水を確保するために、給水槽内に排水槽内の水を直接供給したり、工事現場で発生した排水の一部を直接給水槽に供給することが行われている。このように給水槽内に排水が直接供給されると、給水槽内の水質は当然に悪化するが、当該システムでは給水槽内の水を浄化する手段は備えられていない。   Patent Document 1 includes a drainage tank for storing wastewater from a construction site, a muddy water purification device for purifying water pumped out from the drainage tank by a pump, a water supply tank for storing purified water, and the like. A circulation-type water supply / drainage system that uses water in a water tank as construction water is disclosed. In this system, in order to secure construction water, the water in the drainage tank is directly supplied into the water tank, or a part of the wastewater generated at the construction site is directly supplied to the water tank. When the wastewater is directly supplied into the water tank as described above, the water quality in the water tank is naturally deteriorated, but the system does not include means for purifying the water in the water tank.

また、特許文献1に開示されたシステムに設けられた濁水処理装置では、浄化処理された水のpHや濁度を測定し、処理水槽内に貯留し、当該処理水槽内の水をポンプにより汲み出して前記給水槽に供給している。しかしながら、特許文献1には、処理後の水のpHや濁度が悪化した場合にどのように水質を改善するかについては何ら開示されていない。従って、特許文献1に開示されたシステムでは、前記給水槽の水を外部に放流することはできないため、前記給水槽内の水をすべて再利用することが必要となる。   Moreover, in the turbid water treatment apparatus provided in the system disclosed in Patent Document 1, the pH and turbidity of purified water are measured, stored in the treatment water tank, and the water in the treatment water tank is pumped out by a pump. To the water tank. However, Patent Document 1 does not disclose how to improve water quality when the pH or turbidity of water after treatment deteriorates. Therefore, in the system disclosed in Patent Document 1, since the water in the water tank cannot be discharged to the outside, it is necessary to reuse all the water in the water tank.

一方、特許文献2には、濁水を貯留する原水槽と、原水槽から原水ポンプで汲み出された水に凝集剤を添加する凝集剤添加手段と、凝集剤が添加された水が導入される沈殿槽と、沈殿槽内の水の水質を検査する水質検査手段とを備え、沈殿槽の上澄水を外部に放流する濁水処理装置が開示されている。当該濁水処理装置においては、装置の運転中に前記水質検査手段で沈殿槽内の水質を監視し、沈殿槽内の水質が所定時間以上基準値よりも悪化した場合は装置を停止させ、作業員が装置の点検、調整を行った後、再び装置を稼働させるものとなっている。このように、特許文献2に開示された装置では、監視している水質が悪化する度に装置を停止させ、作業員による点検、調整が必要となる。   On the other hand, Patent Document 2 introduces a raw water tank for storing muddy water, a flocculant addition means for adding a flocculant to water pumped from the raw water tank by a raw water pump, and water to which the flocculant is added. There is disclosed a turbid water treatment apparatus that includes a sedimentation tank and water quality inspection means for inspecting the quality of water in the sedimentation tank, and discharges the supernatant water of the precipitation tank to the outside. In the muddy water treatment apparatus, the water quality in the sedimentation tank is monitored by the water quality inspection means during operation of the apparatus, and when the water quality in the sedimentation tank deteriorates from the reference value for a predetermined time or more, the apparatus is stopped, However, after checking and adjusting the device, the device is operated again. Thus, in the apparatus disclosed in Patent Document 2, the apparatus is stopped every time the monitored water quality deteriorates, and inspection and adjustment by an operator are necessary.

また、特許文献2に開示された装置では、沈殿槽内の水質が所定時間以上基準値よりも悪化した場合に装置を停止させることにより、水質の悪い水が外部に放流されることを防止している。しかしながら、特許文献2に開示された装置では、沈殿槽の上澄水を直接外部に放流しており、前記水質検査手段により水質の悪化が検出された際にも上澄水が放流された状態となっているため、その後に装置を停止しても、僅かながら水質の悪い水が外部に放流される結果となる。
特開2002−143832号公報 特許第2993372号公報
Moreover, in the apparatus disclosed in Patent Document 2, when the water quality in the sedimentation tank is deteriorated from the reference value for a predetermined time or more, the apparatus is stopped to prevent the water having poor water quality from being discharged to the outside. ing. However, in the apparatus disclosed in Patent Document 2, the supernatant water of the sedimentation tank is directly discharged to the outside, and the supernatant water is discharged even when deterioration of the water quality is detected by the water quality inspection means. Therefore, even if the apparatus is stopped thereafter, a little water having poor water quality is discharged to the outside.
JP 2002-143832 A Japanese Patent No. 2993372

本発明は、濁水処理装置の改良を目的とし、さらに詳しくは前記不都合を解消するために、工事現場等で発生する濁水を浄化処理する際に所定の許容範囲外の水質の水が発生した場合であっても作業員による点検、調整を逐一要することなく水を浄化処理することができる濁水処理装置を提供することを目的とする。また、本発明の他の目的は、所定の許容範囲外の水質の水が発生した場合に、外部への放流を確実に防止することができる濁水処理装置を提供することにある。   The present invention aims to improve a turbid water treatment apparatus, and more specifically, in order to eliminate the inconvenience, when purifying turbid water generated at a construction site or the like when water having a water quality outside a predetermined allowable range is generated. Even so, it is an object to provide a muddy water treatment apparatus capable of purifying water without requiring inspection and adjustment by workers. Another object of the present invention is to provide a muddy water treatment apparatus that can reliably prevent discharge to the outside when water having a water quality outside a predetermined allowable range is generated.

前記目的を達成するために、本発明の濁水処理装置は、濁水を受け入れる原水槽と、前記原水槽から汲み出した濁水を処理する処理部と、前記処理部を経由した水を受け入れ水質検知手段により水質を検知する水質検知槽と、前記水質検知槽を経由した水を受け入れて貯留する清水貯留槽と、前記水質検知槽の水を前記処理部に返送する返送手段と、前記返送手段の運転制御を行う制御手段とを備え、前記水質検知槽は、オーバーフローにより上澄水を前記清水貯留槽へ移送するよう構成され、前記制御手段は、前記水質検知手段により検知された水質が所定の許容範囲外のときに前記返送手段を作動させ、前記水質検知槽から前記清水貯留槽への水の移送を停止させることを特徴とする。 In order to achieve the above object, the turbid water treatment apparatus of the present invention comprises a raw water tank that receives turbid water, a treatment part that treats turbid water pumped out of the raw water tank, and water that has passed through the treatment part by means of water quality detection means. Water quality detection tank for detecting water quality, fresh water storage tank for receiving and storing water via the water quality detection tank, return means for returning water from the water quality detection tank to the processing unit, and operation control of the return means The water quality detection tank is configured to transfer the supernatant water to the fresh water storage tank by overflow, and the control means has a water quality detected by the water quality detection means outside a predetermined allowable range. In this case, the returning means is operated to stop the transfer of water from the water quality detection tank to the fresh water storage tank.

本発明の濁水処理装置によれば、前記水質検知手段により検知された水質が許容範囲外となったときは、前記制御手段が前記返送手段を作動させて前記水質検知槽から前記清水貯留槽への水の流入を停止させる。このため、仮に前記水質検知槽内の水の水質が許容範囲にならなかった場合であっても、前記水質検知槽から前記清水貯留槽には水が流出しないので、前記清水貯留槽の水は常に所定の許容範囲内の水質となる。従って、前記清水貯留槽から近隣の河川に水を放流する場合は、常に浄化された水を放流することができる。また、前記清水貯留槽の水を工事に使用する場合も、常に浄化された水を使用することができるので、工事用水として安定した水質を保つことができる。   According to the muddy water treatment apparatus of the present invention, when the water quality detected by the water quality detection means is out of the allowable range, the control means operates the return means to transfer the water quality detection tank to the fresh water storage tank. Stop the inflow of water. For this reason, even if the water quality in the water quality detection tank is not within the allowable range, water does not flow out from the water quality detection tank to the fresh water storage tank. The water quality is always within a predetermined tolerance. Therefore, when water is discharged from the fresh water storage tank to the neighboring river, the purified water can always be discharged. Moreover, even when using the water of the said fresh water storage tank for construction, since the purified water can always be used, the stable water quality can be maintained as construction water.

また、本発明の濁水処理装置によれば、水質の悪化した水は前記返送手段によって前記処理部に返送されるため、当該処理部によって水質の改善がなされた状態で水質検知槽に戻る。このようなサイクルを繰り返すと、前記水質検知槽に流入する水の水質が改善されるので、前記水質検知手段により検知される水質が許容範囲内となり、前記返送手段の作動が停止され、清水貯留槽に浄化された水が流入する。このように、本発明の濁水処理装置は、仮に前記水質検知槽内の水の水質が悪化した場合であっても、従来の装置のように装置の運転を停止して装置のメンテナンスを行ったり、作業員が水質の改善を行う等の処置を要することなく、装置自体の作動によって自動的に水質を改善することができる。従って、本発明の濁水処理装置は、装置に異常等のない通常の運転時においては保守作業が非常に容易となる。   Moreover, according to the muddy water treatment apparatus of this invention, since the water whose quality deteriorated is returned to the said process part by the said return means, it returns to a water quality detection tank in the state by which the water quality was improved by the said process part. If such a cycle is repeated, the quality of the water flowing into the water quality detection tank is improved, so that the water quality detected by the water quality detection means falls within an allowable range, the operation of the return means is stopped, and fresh water storage is performed. Purified water flows into the tank. As described above, the turbid water treatment apparatus of the present invention can maintain the apparatus by stopping the operation of the apparatus as in the conventional apparatus even if the water quality in the water quality detection tank deteriorates. The water quality can be automatically improved by the operation of the apparatus itself without requiring any treatment such as improvement of water quality by the worker. Therefore, the muddy water treatment apparatus of the present invention is very easy to perform maintenance work during normal operation without any abnormality in the apparatus.

尚、前記処理部は、前記原水槽から汲み出した濁水に凝集剤を含む薬剤を添加する薬剤添加手段と、薬剤が添加された濁水を受け入れて浮遊物を沈殿分離させる凝集沈殿槽とで構成することができる。この場合、前記水質検知槽の水を前記返送手段により前記凝集沈殿槽に直接返送することも可能であるが、水質検知槽から返送される水に含まれる浮遊物の沈殿を促進するには、水質検知槽から返送される水に再度薬剤を添加した方がよい。従って、前記返送手段は、前記水質検知槽の水を前記薬剤添加手段を経由して前記凝集沈殿槽に返送するように構成されることが望ましい。   In addition, the said process part is comprised with the chemical | medical agent addition means which adds the chemical | medical agent containing a coagulant | flocculant to the turbid water pumped out from the said raw | natural water tank, and the coagulation sedimentation tank which accepts the turbid water to which the chemical | medical agent was added, and carries out precipitation separation of the suspended | floating matter. be able to. In this case, it is possible to return the water in the water quality detection tank directly to the coagulation sedimentation tank by the return means, but in order to promote sedimentation of suspended matter contained in the water returned from the water quality detection tank, It is better to add chemicals to the water returned from the water quality detection tank. Therefore, it is desirable that the return means is configured to return the water in the water quality detection tank to the coagulation sedimentation tank via the chemical addition means.

また、本発明の濁水処理装置において、前記返送手段が前記水質検知槽内の水を汲み出す返送ポンプと、前記返送ポンプで汲み出された水を前記処理部に返送する返送流路とからなる場合は、前記返送ポンプは、返送流量が前記水質検知槽へ流入する水の流量以上となるように構成されていることが好ましい。当該構成によれば、前記返送ポンプを作動させると、前記水質検査槽内に流入する以上の水が返送されるので、前記水質検査槽から前記清水貯留槽への水の流れが停止される。従って、前記清水貯留槽には水質の悪化した水は流入しないので、前記清水貯留槽内の水質は常に所定の許容範囲内に保たれる。   Further, in the muddy water treatment apparatus of the present invention, the return means comprises a return pump for pumping water in the water quality detection tank, and a return flow path for returning the water pumped by the return pump to the processing section. In this case, the return pump is preferably configured such that the return flow rate is equal to or higher than the flow rate of water flowing into the water quality detection tank. According to the said structure, when the said return pump is operated, the water more than what flows in in the said water quality inspection tank will be returned, Therefore The flow of the water from the said water quality inspection tank to the said fresh water storage tank is stopped. Accordingly, water with deteriorated water quality does not flow into the fresh water storage tank, so that the water quality in the fresh water storage tank is always kept within a predetermined allowable range.

また、本発明の濁水処理装置においては、前記水質検知槽から前記清水貯留槽に水を移送する清水流路を備え、前記返送手段は、前記水質検知槽から移送される水を前記凝集剤添加手段よりも上流側に移送する返送流路と、前記水質検知槽から移送される水を前記返送流路に返送するか前記清水流路へ移送するかを切り換える切替手段とからなり、前記制御手段は、前記水質検知手段により検知された水質が所定の許容範囲外のときに前記切替手段により前記水質検知槽を前記返送流路側に接続させるようにしてもよい。このような構成とした場合であっても、前記返送手段が作動されたときは前記水質検査槽から前記清水貯留槽への水の流れが停止されるので、前記清水貯留槽には水質の悪化した水は流入せず、前記清水貯留槽内の水質は常に所定の許容範囲内に保たれる。   Further, in the muddy water treatment apparatus of the present invention, it is provided with a fresh water flow path for transferring water from the water quality detection tank to the fresh water storage tank, and the return means adds the flocculant added to the water transferred from the water quality detection tank And a switching means for switching whether the water transferred from the water quality detection tank is returned to the return flow path or transferred to the fresh water flow path. The water quality detection tank may be connected to the return flow path side by the switching means when the water quality detected by the water quality detection means is outside a predetermined allowable range. Even in such a configuration, when the return means is activated, the flow of water from the water quality inspection tank to the fresh water storage tank is stopped. Water does not flow in, and the water quality in the fresh water storage tank is always kept within a predetermined allowable range.

また、本発明の濁水処理装置においては、前記清水貯留槽内の水を外部に放流する放流手段と、前記清水貯留槽内の水を再利用するために汲み出す清水ポンプとの少なくとも一方を備え、前記清水貯留槽の容量は前記水質検知槽の容量よりも大きいことが望ましい。このように前記清水貯留槽を大容量にすれば、前記水質検知槽内の水の水質が所定の許容範囲外になって前記水質検知槽からの水の流入が無くなった際にも、継続して清水貯留槽内の水を放流し、或いは清水貯留槽内の水を再利用することができる。また、前記水質検知槽を小容量にすることで、当該検知槽内の水質の改善がいち早く進むため、水質検知槽から前記清水貯留槽への清水の供給をいち早く復帰させて、効率的に清水貯留槽に清水を貯留することができる。   The muddy water treatment apparatus of the present invention comprises at least one of a discharge means for discharging the water in the fresh water storage tank to the outside and a fresh water pump for pumping out the water in the fresh water storage tank. The capacity of the fresh water storage tank is preferably larger than the capacity of the water quality detection tank. If the fresh water storage tank has a large capacity in this way, it continues even when the water quality in the water quality detection tank is out of a predetermined allowable range and there is no inflow of water from the water quality detection tank. Thus, the water in the fresh water storage tank can be discharged or the water in the fresh water storage tank can be reused. In addition, since the water quality in the detection tank is improved quickly by reducing the volume of the water quality detection tank, the supply of fresh water from the water quality detection tank to the fresh water storage tank is quickly returned to efficiently Fresh water can be stored in the storage tank.

また、本発明の濁水処理装置において、前記水質検知槽がオーバーフローにより上澄水を清水貯留槽へ移送する。そして、前記返送手段として返送ポンプを備えるものであるときは、前記水質検知槽の水位を検知する水位検知手段を備え、前記制御手段が前記水位検知手段により検知された水位が所定の基準水位以下となったときに前記返送ポンプの運転を停止することが好ましい。これによれば、前記返送ポンプが作動した場合も、前記水質検知槽の水位は基準水位以下にならない。そのため、前記水質検知槽内の水質が改善して前記返送ポンプが停止されたときに、前記水質検知槽の水位が速やかに回復する。従って、水質改善後に前記水質検知槽の上澄水を速やかに前記清水貯留槽に移送することができる。 Further, the turbid water treatment apparatus of the present invention, before Symbol water quality detection tank is transported on the supernatant water to fresh water reservoir by overflow. When the return means is provided with a return pump, the return means is provided with a water level detection means for detecting the water level of the water quality detection tank, and the control means detects the water level below the predetermined reference water level. When this happens, it is preferable to stop the operation of the return pump. According to this, even when the return pump is activated, the water level in the water quality detection tank does not become lower than the reference water level. Therefore, when the water quality in the water quality detection tank is improved and the return pump is stopped, the water level in the water quality detection tank is quickly recovered. Therefore, the supernatant water of the water quality detection tank can be quickly transferred to the fresh water storage tank after improving the water quality.

また、本発明の濁水処理装置においては、前記制御手段は、前記水質検知手段により検知された水質が所定時間連続して前記許容範囲外であるときに警報を発する報知手段を備えていることが好ましい。水質検知槽の水質が所定時間連続して許容範囲外になるときは、前記返送手段により返送された水の水質が処理部での処理によっては改善しないということである。このような事態が生じたときは、装置に異常が発生していることが考えられるので、このような場合には前記報知手段により警報を発する。従って、装置を管理する者は装置に異常が発生した場合に装置の点検等を行えばよく、単に前記水質検知槽で検知される水質が悪化して前記返送手段が作動しただけでは装置の点検や整備等の必要はない。   In the turbid water treatment apparatus of the present invention, the control means may include a notification means for issuing an alarm when the water quality detected by the water quality detection means is outside the allowable range for a predetermined time continuously. preferable. When the water quality in the water quality detection tank falls outside the allowable range for a predetermined time, the quality of the water returned by the return means is not improved depending on the processing in the processing unit. When such a situation occurs, it is considered that an abnormality has occurred in the apparatus. In such a case, an alarm is issued by the notification means. Accordingly, the person who manages the device may inspect the device when an abnormality occurs in the device, and simply inspect the device if the water quality detected in the water quality detection tank deteriorates and the return means is activated. There is no need for maintenance.

次に、本発明の濁水処理装置の実施形態の一例について、図1乃至図5を参照して説明する。図1は第1の実施形態の濁水処理装置1の構成を示すブロック図、図2は第1の実施形態の濁水処理装置1の作動を示すフローチャート、図3は第2の実施形態の濁水処理装置31の構成を示すブロック図、図4は第2の実施形態の濁水処理装置31の作動を示すフローチャート、図5は濁水処理装置1の変形例の構成を示すブロック図である。   Next, an example of an embodiment of the muddy water treatment apparatus of the present invention will be described with reference to FIGS. 1 to 5. FIG. 1 is a block diagram showing the configuration of the muddy water treatment apparatus 1 of the first embodiment, FIG. 2 is a flowchart showing the operation of the muddy water treatment apparatus 1 of the first embodiment, and FIG. 3 is the muddy water treatment of the second embodiment. FIG. 4 is a flowchart showing the operation of the muddy water treatment apparatus 31 of the second embodiment, and FIG. 5 is a block diagram showing the arrangement of a modification of the muddy water treatment apparatus 1.

第1の実施形態の濁水処理装置1は、ダムの建設現場において発生する濁水を処理する装置である。具体的には、図1に示すように、濁水を受け入れる原水槽2と、原水槽2から汲み上げられた原水に凝集剤及び中和剤を添加する薬剤添加装置3及び薬剤が添加された原水を受け入れその水中の固形分を沈殿させるシックナー4(凝集沈殿槽)からなる処理部と、シックナー4の上澄水を受け入れて水質の検査を行う水質検知槽5と、水質検知槽5のオーバーフロー水を受け入れて貯留する清水貯留槽6とを備えている。   The muddy water treatment apparatus 1 according to the first embodiment is an apparatus for treating muddy water generated at a dam construction site. Specifically, as shown in FIG. 1, a raw water tank 2 that receives muddy water, a chemical addition device 3 that adds a flocculant and a neutralizing agent to the raw water pumped from the raw water tank 2, and raw water to which a chemical has been added. Receiving the processing unit consisting of thickener 4 (coagulation sedimentation tank) for precipitating solids in the water, water quality detection tank 5 for receiving the supernatant water of thickener 4 and inspecting the water quality, and receiving overflow water of water quality detection tank 5 And a fresh water storage tank 6 for storing.

また、原水槽2とシックナー4とは原水流路7によって接続され、シックナー4と水質検知槽5とは処理水流路8で接続され、水質検知槽5と清水貯留槽6とは清水流路9により接続されている。また、本実施形態では、水質検知槽5と原水槽2とを接続する返送流路10が設けられている。また、原水流路7には、薬剤添加装置3から供給された凝集剤や中和剤を原水に混合する混合・反応器11が設けられている。   The raw water tank 2 and the thickener 4 are connected by a raw water flow path 7, the thickener 4 and the water quality detection tank 5 are connected by a treated water flow path 8, and the water quality detection tank 5 and the fresh water storage tank 6 are connected by a fresh water flow path 9. Connected by. Moreover, in this embodiment, the return flow path 10 which connects the water quality detection tank 5 and the raw | natural water tank 2 is provided. The raw water flow path 7 is provided with a mixing / reactor 11 for mixing the flocculant and neutralizing agent supplied from the chemical addition device 3 with the raw water.

原水槽2は、ダムの堤体部で発生する濁水や、ダムに用いられるコンクリートの製造を行うバッチャープラント(図示省略)等で発生する濁水を受け入れて貯留する水槽である。また、原水槽2には、原水槽2内の原水を汲み上げて原水流路7に供給する原水ポンプ12が設けられている。この原水槽2の容量は、本実施形態では約20立方メートルとなっている。   The raw water tank 2 is a water tank that receives and stores muddy water generated in a dam body part, a muddy water generated in a batcher plant (not shown) that manufactures concrete used in the dam, and the like. In addition, the raw water tank 2 is provided with a raw water pump 12 that pumps the raw water in the raw water tank 2 and supplies it to the raw water flow path 7. The capacity of the raw water tank 2 is about 20 cubic meters in this embodiment.

薬剤添加装置3は、本実施形態ではPAC(ポリ塩化アルミニウム)や炭酸ガス等の公知の凝集剤或いはpH調整剤を原水流路7に供給するものである。混合・反応器11は、従来から用いられているものと同様の構成を有しており、原水槽2からシックナー4に移送される原水と凝集剤とを混合させ、シックナー4内において原水内に含まれる不純物が確実に凝集・沈殿するように、充分に化学反応を起こさせる構成となっている。   In this embodiment, the drug addition device 3 supplies a known flocculant or pH adjuster such as PAC (polyaluminum chloride) or carbon dioxide to the raw water flow path 7. The mixing / reactor 11 has the same configuration as that conventionally used, and the raw water transferred from the raw water tank 2 to the thickener 4 and the flocculant are mixed together. It is configured to cause a chemical reaction sufficiently to ensure that contained impurities are aggregated and precipitated.

シックナー4は、底部にスクリューコンベア13を備えている。シックナー4の底部に沈殿したスラリーは、スクリューコンベア13によりシックナー4の底面の一端部に搬送され、該一端部に接続した吸出しポンプ14により図示省略したフィルタプレス等に移送される。また、シックナー4の上部には上澄水を処理水流路8に流出させる上澄流出口15が設けられている。シックナー4の処理能力は、本実施形態では1時間当たり30tとなっている。   The thickener 4 includes a screw conveyor 13 at the bottom. The slurry precipitated on the bottom of the thickener 4 is conveyed to one end of the bottom surface of the thickener 4 by the screw conveyor 13 and transferred to a filter press or the like (not shown) by a suction pump 14 connected to the one end. Further, a supernatant outlet 15 for allowing the supernatant water to flow into the treated water flow path 8 is provided at the upper part of the thickener 4. The processing capacity of the thickener 4 is 30 t per hour in this embodiment.

水質検知槽5には、内部の水の濁度を測定する濁度計16と、水のpHを測定するpH計17と、水位が基準水位以下となった際に信号を発するフロートスイッチ18と、内部の水を原水槽2に返送する返送ポンプ19と、内部の水を撹拌させる撹拌スクリュー20とが設けられている。なお、フロートスイッチ18の代わりに水位計を用いてもよい。また、水質検知槽5の上部には、上澄水を流出させる上澄流出口21が設けられている。この水質検知槽5の容量は、本実施形態では8立方メートルとなっている。また、返送ポンプ19によって汲み出された水は、返送流路10によって原水槽2まで返送されるようになっている。また、返送ポンプ19の流量は、本実施形態では原水ポンプ12の流量よりも若干大きい流量となっている。   The water quality detection tank 5 includes a turbidimeter 16 for measuring the turbidity of internal water, a pH meter 17 for measuring the pH of the water, a float switch 18 for emitting a signal when the water level falls below the reference water level, A return pump 19 for returning the internal water to the raw water tank 2 and a stirring screw 20 for stirring the internal water are provided. Note that a water level gauge may be used instead of the float switch 18. Further, a supernatant outlet 21 through which the supernatant water flows out is provided at the upper part of the water quality detection tank 5. The capacity of the water quality detection tank 5 is 8 cubic meters in this embodiment. The water pumped out by the return pump 19 is returned to the raw water tank 2 through the return flow path 10. Further, the flow rate of the return pump 19 is slightly larger than the flow rate of the raw water pump 12 in this embodiment.

清水貯留槽6には、内部の水を工事用水として汲み出す清水ポンプ22が設けられている。また、清水貯留槽6の上部には、上澄水を近隣の河川に放流する放流口23が設けられている。この清水貯留槽6の容量は、本実施形態では20立方メートルとなっている。   The fresh water storage tank 6 is provided with a fresh water pump 22 that pumps the internal water as construction water. In addition, a discharge port 23 for discharging the supernatant water to a neighboring river is provided in the upper part of the fresh water storage tank 6. The capacity of the fresh water storage tank 6 is 20 cubic meters in this embodiment.

その他、濁水処理装置1が設置されている現場には、現場監督者の携帯電話に音声情報を通報する警報システム24(報知手段)が設けられている。   In addition, at the site where the muddy water treatment apparatus 1 is installed, an alarm system 24 (notification means) for reporting audio information to the mobile phone of the site supervisor is provided.

また、本実施形態では、制御手段として、図1に示すコントローラ25を備えている。
コントローラ25は、原水ポンプ12、薬剤添加装置3、スクリューコンベア13、引出ポンプ14、撹拌スクリュー20、返送ポンプ19、清水ポンプ22及び警報システム24の各設備に電気的に接続されている。また、コントローラ25には、水質検知槽5に設けられている濁度計16、pH計17、フロートスイッチ18とが接続されている。
In this embodiment, the controller 25 shown in FIG. 1 is provided as a control means.
The controller 25 is electrically connected to each facility of the raw water pump 12, the drug addition device 3, the screw conveyor 13, the drawing pump 14, the stirring screw 20, the return pump 19, the fresh water pump 22, and the alarm system 24. Further, a turbidity meter 16, a pH meter 17, and a float switch 18 provided in the water quality detection tank 5 are connected to the controller 25.

コントローラ25は電子回路等により形成され、操作パネル(図示せず)からの入力信号に基づいて各設備(返送ポンプ19を除く)に出力信号を与えると共に、濁度計16、pH計17、フロートスイッチ18といった各計測機器からの入力信号に基づいて返送ポンプ19に出力信号を与えるように構成されている。また、返送ポンプ19の動作状況についての入力信号に基づいて警報システム24に出力信号を与える機能も付加されている。さらに、各設備の動作状況についての入力信号に基づいて警報システム24に出力信号を与える機能も付加されている。   The controller 25 is formed by an electronic circuit or the like, and provides an output signal to each facility (excluding the return pump 19) based on an input signal from an operation panel (not shown), as well as a turbidimeter 16, a pH meter 17, a float. An output signal is provided to the return pump 19 based on an input signal from each measuring instrument such as the switch 18. In addition, a function of giving an output signal to the alarm system 24 based on an input signal regarding the operation status of the return pump 19 is also added. Further, a function of giving an output signal to the alarm system 24 based on an input signal regarding the operation status of each facility is added.

次に、第1の実施形態の濁水処理装置1の作動について、図2を参照して説明する。ダム工事現場における堤体部やバッチャープラントから発生した濁水は、まず原水槽2内に貯留される。濁水処理装置1の図示しない運転スイッチが作業員によりONにされると、コントローラ25は、原水ポンプ12、薬剤添加装置3、スクリューコンベア13等の各機器を作動させ、濁水処理が開始される(S1)。   Next, the operation of the muddy water treatment apparatus 1 according to the first embodiment will be described with reference to FIG. The muddy water generated from the dam body and the batcher plant at the dam construction site is first stored in the raw water tank 2. When an operation switch (not shown) of the muddy water treatment device 1 is turned on by an operator, the controller 25 activates each device such as the raw water pump 12, the chemical addition device 3, and the screw conveyor 13 to start muddy water treatment ( S1).

原水槽2内に貯留された濁水は、原水ポンプ12によって原水流路7に汲み出される。そして、原水流路7内を移送される間に薬剤添加装置3から凝集剤及び中和剤からなる薬剤が添加され(S2)、混合・反応器11内で原水と薬剤とが混合され、各種の化学反応が行われる。   The muddy water stored in the raw water tank 2 is pumped into the raw water flow path 7 by the raw water pump 12. Then, while being transferred through the raw water flow path 7, a chemical comprising a flocculant and a neutralizing agent is added from the chemical addition device 3 (S 2), and the raw water and the chemical are mixed in the mixing / reactor 11. The chemical reaction is performed.

次に、薬剤が添加された原水は、原水流路7からシックナー4内に流入し、シックナー4内で原水中の固形分が凝集・沈殿して上澄水とスラリーに分離される(S3)。そして、上澄水のオーバーフロー分が上澄流出口15から処理水流路8を介して水質検知槽5に流入する(S4)。一方、スラリーは吸出しポンプ14によって下流側に設けられたフィルタプレス等に移送される。   Next, the raw water to which the chemical is added flows into the thickener 4 from the raw water flow path 7, and the solid content in the raw water aggregates and settles in the thickener 4 and is separated into supernatant water and slurry (S3). Then, the overflow of the supernatant water flows from the supernatant outlet 15 into the water quality detection tank 5 through the treated water flow path 8 (S4). On the other hand, the slurry is transferred by a suction pump 14 to a filter press or the like provided on the downstream side.

水質検知槽5内に流入した水は、撹拌スクリュー20により撹拌されて槽内の水質が均質に保たれると共に、濁度計16によりSS(浮遊物質量)が間接的に測定され、pH計17によりpHが測定される(S5)。薬剤添加装置3によって添加される凝集剤や中和剤は、その工事現場における標準的な原水を所定の許容範囲(例えば、SS25ppm以下、pH6.5〜5.8)の水質にするよう調整されている。従って、よほど原水の水質が変化するか装置に故障等がない限り、この水質検知槽5で検知される水質は許容範囲内に入る。このように、水質検知槽5で検知される水質が許容範囲内に入っている場合は(S6でYES)、コントローラ25は返送ポンプ19を作動させない。また、現時点では返送ポンプ19は作動していないので(S7でYES)、返送ポンプ19の停止信号は発信しない。   The water that has flowed into the water quality detection tank 5 is stirred by the stirring screw 20 so that the water quality in the tank is kept homogeneous, and the SS (floating substance amount) is indirectly measured by the turbidimeter 16, and a pH meter is measured. The pH is measured according to 17 (S5). The flocculant and neutralizing agent added by the chemical addition device 3 are adjusted so that the standard raw water at the construction site has a water quality within a predetermined allowable range (for example, SS 25 ppm or less, pH 6.5 to 5.8). ing. Accordingly, the water quality detected by the water quality detection tank 5 is within the allowable range unless the quality of the raw water changes or the apparatus has a failure. Thus, when the water quality detected in the water quality detection tank 5 is within the allowable range (YES in S6), the controller 25 does not operate the return pump 19. In addition, since the return pump 19 is not operating at this time (YES in S7), a stop signal for the return pump 19 is not transmitted.

このように、返送ポンプ19が作動していない場合は、水質検知槽5のオーバーフロー分の水が上澄流出口21から清水流路9を介して清水貯留槽6に流入し、水質が許容範囲内にある水がこの清水貯留槽6に貯留される。そして、濁水処理が終了されるまで上記処理が行われる(S8でNO)。この清水貯留槽6に貯留された水は、コントローラ25が必要に応じて清水ポンプ22を作動させて工事現場に移送し、工事現場において再利用がなされる。また、清水貯留槽6の水位が放流口23の高さに達すると、この放流口23から近隣の河川に水が放流される。   In this way, when the return pump 19 is not operating, the overflow water in the water quality detection tank 5 flows into the fresh water storage tank 6 from the supernatant outlet 21 via the fresh water flow path 9, and the water quality is within an allowable range. The water inside is stored in this fresh water storage tank 6. And the said process is performed until a muddy water process is complete | finished (it is NO at S8). The water stored in the fresh water storage tank 6 is transferred to the construction site by the controller 25 operating the fresh water pump 22 as necessary, and reused at the construction site. Further, when the water level of the fresh water storage tank 6 reaches the height of the outlet 23, water is discharged from the outlet 23 to the neighboring river.

ここで、原水に一時的な水質の変化があった場合について説明する。工事現場においては、掘削やコンクリートの打設など、その作業の種類が刻々と変化し、また湧水の発生など不測の事態も多く、原水槽2に導入される原水の水質が一時的に変化することは多い。このような場合、シックナー4から水質検知槽5内に導入された水の水質が許容範囲外となることがある。このように、水質検知槽5のpH計17或いは濁度計16により検知される値が許容範囲を超えた場合は(S6でNO)、コントローラ25は、フロートスイッチ18からの信号により水質検知槽5の水位が所定水位以上であるかどうかを判定する(S10)。水質検知槽5の水位が所定水位以上であれば(S10でYES)、コントローラ25は返送ポンプ19を作動させる(S11)。   Here, the case where there is a temporary change in water quality in the raw water will be described. At construction sites, the type of work, such as excavation and concrete placement, changes every moment, and there are many unforeseen circumstances such as the occurrence of spring water, and the quality of the raw water introduced into the raw water tank 2 changes temporarily. There are many things to do. In such a case, the quality of the water introduced from the thickener 4 into the water quality detection tank 5 may be outside the allowable range. Thus, when the value detected by the pH meter 17 or the turbidimeter 16 in the water quality detection tank 5 exceeds the allowable range (NO in S6), the controller 25 uses the signal from the float switch 18 to detect the water quality detection tank. It is determined whether the water level of 5 is equal to or higher than a predetermined water level (S10). If the water level in the water quality detection tank 5 is equal to or higher than the predetermined water level (YES in S10), the controller 25 activates the return pump 19 (S11).

返送ポンプ19が作動すると、返送ポンプ19による流量は原水ポンプ12による流量よりも若干大となっているため、直ちに水質検知槽5の水位が下がり、上澄流出口21からの水の流出が止まる。このため、水質が悪化した水は清水貯留槽6には移送されない。   When the return pump 19 is activated, the flow rate by the return pump 19 is slightly larger than the flow rate by the raw water pump 12, so the water level in the water quality detection tank 5 immediately drops and the outflow of water from the supernatant outlet 21 stops. . For this reason, water whose water quality has deteriorated is not transferred to the fresh water storage tank 6.

次に、コントローラ25は、水質検知槽5において検知される水質が所定時間(例えば3分間)連続して許容範囲外であるか否かを判定する(S12)。許容範囲外の状態が所定時間連続していなければ(S12でNO)、図2のS2からS6の処理を行い、シックナー4から処理水流路8を介して導入される水について水質検知槽5内の水質の監視を続ける。   Next, the controller 25 determines whether or not the water quality detected in the water quality detection tank 5 is continuously outside the allowable range for a predetermined time (for example, 3 minutes) (S12). If the condition outside the allowable range has not continued for a predetermined time (NO in S12), the processing from S2 to S6 in FIG. 2 is performed, and the water introduced from the thickener 4 through the treated water flow path 8 is in the water quality detection tank 5 Continue to monitor water quality.

返送ポンプ19が作動すると、返送ポンプ19によって水質検知槽5内の水が返送流路10を介して原水槽2に返送される。この原水槽2に返送された水は、原水槽2内の原水と混合されて原水ポンプ12により原水流路7を流れる。また、この原水流路7内で薬剤が添加され、混合・反応器11内で薬剤と混合され、化学反応が行われてシックナー4に導入される。そして、シックナー4内で固形分が分離され、その上澄水が上澄流出口15及び処理水流路8を介して水質検知槽5内に導入される。   When the return pump 19 is activated, the water in the water quality detection tank 5 is returned to the raw water tank 2 through the return flow path 10 by the return pump 19. The water returned to the raw water tank 2 is mixed with the raw water in the raw water tank 2 and flows through the raw water flow path 7 by the raw water pump 12. In addition, a chemical is added in the raw water flow path 7, mixed with the chemical in the mixing / reactor 11, undergoes a chemical reaction, and is introduced into the thickener 4. Then, the solid content is separated in the thickener 4 and the supernatant water is introduced into the water quality detection tank 5 through the supernatant outlet 15 and the treated water flow path 8.

このように、原水槽2内に返送ポンプ19により水質検知槽5から返送された水が加わると、原水槽2内の水質が向上するため、原水槽2から汲み出され、混合・反応器11及びシックナー4を経由した水の水質は徐々に向上する。そして、水質検知槽5内の水質が許容範囲内になれば(S6でYES)、返送ポンプ19は停止していないので(S7でNO)コントローラ25は返送ポンプ19を停止させる(S14)。このように、返送ポンプ19が停止されれば、水質検知槽5内の水位が上がり、上澄流出口21から水がオーバーフローするので、当該オーバーフロー水が清水流路9を介して清水貯留槽6に導入される。   As described above, when water returned from the water quality detection tank 5 by the return pump 19 is added to the raw water tank 2, the water quality in the raw water tank 2 is improved, so that the water is pumped out of the raw water tank 2 and mixed / reactor 11. And the water quality through the thickener 4 is gradually improved. If the water quality in the water quality detection tank 5 falls within the allowable range (YES in S6), the return pump 19 is not stopped (NO in S7), and the controller 25 stops the return pump 19 (S14). Thus, if the return pump 19 is stopped, the water level in the water quality detection tank 5 rises and the water overflows from the supernatant outlet 21, so that the overflow water passes through the fresh water flow path 9 and is in the fresh water storage tank 6. To be introduced.

ここで、返送ポンプ19の流量は、原水ポンプ12の流量よりも若干大となっているので、返送ポンプ19の作動中は水質検知槽5の水位が徐々に下がっていく。そして、フロートスイッチ18により水質検知槽5の水位が所定水位以下になったことが検知されたときは(S10でNO)、コントローラ25は返送ポンプ19を停止させる(S7でNO,S14)。このように、返送ポンプ19が停止すると、水質検知槽5にはシックナー4から水が流入しているので、徐々に水位が上がっていく。そして、水質検知槽5内の水質が許容範囲外であり(S6でNO)、水質検知槽5の水位が所定水位を越えた場合は(S10でYES)、コントローラ25は再び返送ポンプ19の作動を開始させる(S11)。   Here, since the flow rate of the return pump 19 is slightly larger than the flow rate of the raw water pump 12, the water level in the water quality detection tank 5 gradually decreases during the operation of the return pump 19. When the float switch 18 detects that the water level in the water quality detection tank 5 has become equal to or lower than the predetermined water level (NO in S10), the controller 25 stops the return pump 19 (NO in S7, S14). As described above, when the return pump 19 is stopped, the water level gradually rises because water flows into the water quality detection tank 5 from the thickener 4. If the water quality in the water quality detection tank 5 is outside the allowable range (NO in S6) and the water level in the water quality detection tank 5 exceeds the predetermined water level (YES in S10), the controller 25 operates the return pump 19 again. Is started (S11).

また、水質検知槽5において検知される水質が所定時間連続して許容範囲外である場合には(S12でYES)、コントローラ25は警報システム24を作動させて現場監督者の携帯電話に音声情報を通報する(S13)。音声情報は、例えば「濁水処理設備にて、放流基準を超過し、返送ポンプが作動した。」といったボイスメッセージである。通報する優先順位は、例えば濁水処理装置1の運転管理を行っている者に対し、(1)主担当の携帯電話、(2)副担当の携帯電話、(3)現場事務所の固定電話の順とすることができる。このように複数の連絡先を予め登録しておくことにより、異常を確実に通報することができる。   If the water quality detected in the water quality detection tank 5 is outside the allowable range for a predetermined time (YES in S12), the controller 25 activates the alarm system 24 and sends voice information to the mobile phone of the site supervisor. Is reported (S13). The voice information is, for example, a voice message such as “The turbid water treatment facility exceeded the discharge standard and the return pump was activated”. For example, the priority of reporting is to (1) the main mobile phone, (2) the secondary mobile phone, and (3) the fixed telephone at the field office for those who manage the operation of the muddy water treatment device 1. It can be in order. As described above, by registering a plurality of contacts in advance, it is possible to reliably report an abnormality.

水質検知槽5において検知される水質が所定時間連続して許容範囲外である場合は、薬剤添加装置3又はシックナー4等の故障や濁水の水質が極端に変化した可能性があるため、本実施形態では、このような場合に現場にいる作業員や現場監督者に報知することにより、装置の点検や整備、凝集剤又は中和剤の添加量の設定変更を行わせるようにしている。   If the water quality detected in the water quality detection tank 5 is out of the permissible range for a predetermined period of time, it is possible that the chemical addition device 3 or the thickener 4 or the like has malfunctioned or the quality of muddy water has changed extremely. In the form, in such a case, by notifying a worker or an on-site supervisor at the site, the apparatus is inspected and maintained, and the setting of the addition amount of the flocculant or neutralizing agent is changed.

また、濁水処理装置1を継続運転している状態で、作業者が図示しない運転スイッチをOFFにすると(S8でYES)、コントローラ25は原水ポンプ12等の各機器を停止させ(S9)、濁水処理装置1の運転が停止される。   When the operator turns off an operation switch (not shown) while the turbid water treatment apparatus 1 is continuously operated (YES in S8), the controller 25 stops each device such as the raw water pump 12 (S9). The operation of the processing device 1 is stopped.

なお、上記第1の実施形態において、水質検知槽5の上澄流出口21や清水流路9に開閉自在なゲートを設け、水質が許容範囲外であるときに、返送ポンプ19を作動させると共にゲートを閉鎖するようにしてもよい。これによれば、水質検知槽5から清水貯留槽6に許容範囲外の水質の水が移送されることをより確実に防止できる In the first embodiment, an openable and closable gate is provided in the supernatant outlet 21 and the fresh water flow path 9 of the water quality detection tank 5, and when the water quality is outside the allowable range, the return pump 19 is operated. The gate may be closed. According to this, it can prevent more reliably that the water of the quality outside a tolerance is transferred from the water quality detection tank 5 to the fresh water storage tank 6 .

次に、本発明の第2の実施形態の濁水処理装置31について図3及び図4を参照して説明する。本実施形態の濁水処理装置31は、水質検知槽5が原水槽2及び清水貯留槽6よりも高い位置にあり、第1の実施形態で用いられていた返送ポンプ19は設けられていない。また、図3に示すように、水質検知槽5からのオーバーフロー水を清水流路9に流すか返送流路10に流すかを切り換える切替弁32(切替手段)が設けられている。この切替弁32は電動式の切替弁であり、コントローラ25によって切替が行われる。なお、その他の構成は上記第1の実施形態と同様であるので、同一の構成には上記と同一の符号を付して詳細な説明は省略する。   Next, the muddy water treatment apparatus 31 according to the second embodiment of the present invention will be described with reference to FIGS. 3 and 4. In the muddy water treatment apparatus 31 of the present embodiment, the water quality detection tank 5 is located higher than the raw water tank 2 and the fresh water storage tank 6, and the return pump 19 used in the first embodiment is not provided. Further, as shown in FIG. 3, a switching valve 32 (switching means) is provided for switching whether the overflow water from the water quality detection tank 5 flows into the fresh water flow path 9 or the return flow path 10. The switching valve 32 is an electric switching valve and is switched by the controller 25. Since other configurations are the same as those in the first embodiment, the same components are denoted by the same reference numerals and detailed description thereof is omitted.

次に、第2の実施形態の濁水処理装置31の作動について図4を参照して説明する。本実施形態の濁水処理装置31では、第1の実施形態と同様に、濁水処理が開始されると(S21)、薬剤添加装置3により凝集剤及び中和剤からなる薬剤が原水に添加され(S22)、シックナー4において凝集・沈殿処理が行われる(S23)。また、シックナー4の上澄水が水質検知槽5に流入し(S24)、流入した水の水質検知が行われる(S25)。   Next, the operation of the muddy water treatment apparatus 31 of the second embodiment will be described with reference to FIG. In the turbid water treatment apparatus 31 of the present embodiment, when the turbid water treatment is started (S21), the drug consisting of the flocculant and the neutralizing agent is added to the raw water by the drug addition apparatus 3 (S21). In S22), aggregation / precipitation processing is performed in the thickener 4 (S23). Moreover, the supernatant water of the thickener 4 flows into the water quality detection tank 5 (S24), and the water quality of the flowed-in water is detected (S25).

水質検知槽5において検知される水質が許容範囲内のときには(S26でYES)、コントローラ25は切替弁32が清水流路9側か否かを検知し、清水流路9側であれば(S27でYES)そのまま切替弁32を清水流路側9に保持し、返送流路10側であれば(S27でNO)切替弁32を清水流路9側に切り換える(S33)。これにより、水質検知槽5からのオーバーフロー水が清水貯留槽6に流入する。   When the water quality detected in the water quality detection tank 5 is within the allowable range (YES in S26), the controller 25 detects whether the switching valve 32 is on the fresh water flow path 9 side, and if it is on the fresh water flow path 9 side (S27). If YES, the switching valve 32 is held on the fresh water flow path side 9 and if it is the return flow path 10 side (NO in S27), the switching valve 32 is switched to the fresh water flow path 9 side (S33). Thereby, the overflow water from the water quality detection tank 5 flows into the fresh water storage tank 6.

一方、水質検知槽5において検知される水質が許容範囲外となったときは(S26でNO)、コントローラ25は切替弁32を返送流路10側に水が流れるように設定する(S30)。そして、切替弁32を返送流路10側にしてから所定時間経過したか否か、即ち、水質検知槽5において検知される水質が所定時間連続して許容範囲外か否かを判定し(S31)、許容範囲外の状態が所定時間連続していなければ(S31でNO)S22からS26の処理を行い、シックナー4から処理水流路8を介して導入される水について水質検知槽5内の水質の監視を続ける。   On the other hand, when the water quality detected in the water quality detection tank 5 falls outside the allowable range (NO in S26), the controller 25 sets the switching valve 32 so that water flows to the return flow path 10 side (S30). Then, it is determined whether or not a predetermined time has elapsed since the switching valve 32 is set to the return flow path 10 side, that is, whether or not the water quality detected in the water quality detection tank 5 is continuously outside the allowable range for a predetermined time (S31). ) If the condition outside the allowable range does not continue for a predetermined time (NO in S31), the processing from S22 to S26 is performed, and the water quality in the water quality detection tank 5 for the water introduced from the thickener 4 through the treated water flow path 8 Continue monitoring.

これにより、清水貯留槽6には水質の悪い水は供給されずに原水槽2に戻されるので、清水貯留槽6内の水質は良好な状態で保たれる。そして、原水槽2内に戻された水は、原水槽2内の原水と混合され、凝集剤等が添加され、シックナー4によって上澄水となり、再び水質検知槽5に戻される。水質検知槽5において水質が許容範囲内になった場合は(S26でYES)、コントローラ25は切替弁32を再び清水流路9側に切り換えて(S27でNO,S33)、水質検知槽5の上澄水を清水貯留槽6に流す。   Thereby, since the water with poor water quality is not supplied to the fresh water storage tank 6 and returned to the raw water tank 2, the water quality in the fresh water storage tank 6 is maintained in a good state. The water returned to the raw water tank 2 is mixed with the raw water in the raw water tank 2, added with a flocculant, etc., becomes supernatant water by the thickener 4, and is returned to the water quality detection tank 5 again. When the water quality is within the allowable range in the water quality detection tank 5 (YES in S26), the controller 25 switches the switching valve 32 to the fresh water flow path 9 side again (NO in S27, S33), and the water quality detection tank 5 The supernatant water is poured into the fresh water storage tank 6.

また、コントローラ25は、水質検知槽5において検知される水質が所定時間連続して許容範囲外である場合(S31でYES)、警報システム24を作動させて現場監督者の携帯電話に音声情報を通報する(S32)。   In addition, when the water quality detected in the water quality detection tank 5 is outside the allowable range for a predetermined time (YES in S31), the controller 25 activates the alarm system 24 and sends voice information to the mobile phone of the site supervisor. Report (S32).

上記第1及び第2の実施形態の濁水処理装置1,31によれば、水質検知槽5によって検知される水質が所定の許容範囲外となったときは、コントローラ25によって返送手段である返送ポンプ19や切替弁32が作動され、水質検知槽5の水を薬剤添加装置3の上流側に返送させる。また、当該作動により、装置に故障等がなければ水質検知槽5の水質は許容範囲内に収まるようになる。   According to the turbid water treatment apparatuses 1 and 31 of the first and second embodiments, when the water quality detected by the water quality detection tank 5 is out of the predetermined allowable range, the return pump as a return means by the controller 25. 19 and the switching valve 32 are operated, and the water in the water quality detection tank 5 is returned to the upstream side of the chemical addition device 3. In addition, due to the operation, the water quality of the water quality detection tank 5 falls within an allowable range if there is no failure in the apparatus.

従って、上記第1及び第2の実施形態の濁水処理装置1,31によれば、水質検知槽5内の水質が悪化した場合であっても、逐一、作業員や現場監督者が装置の点検や調整を行う必要がないため、日々のメンテナンスが非常に容易となる。また、返送手段の作動によって、水質の悪化した水が清水貯留槽6に流入することはないので、清水貯留槽6から外部に水が放流される際には常に許容範囲内の水質の水が放流される。また、清水貯留槽6内の水を工事用水として使用する場合も、常に安定した水質の水を用いることができる。また、清水貯留槽6の容量が水質検知槽5の容量よりも大であるため、清水貯留槽6内の水を工事用水として使用する場合には安定した供給が可能となる。   Therefore, according to the turbid water treatment apparatuses 1 and 31 of the first and second embodiments, even if the water quality in the water quality detection tank 5 is deteriorated, an operator or a field supervisor checks the apparatus one by one. Day-to-day maintenance is very easy. Further, since the water having deteriorated water quality does not flow into the fresh water storage tank 6 due to the operation of the return means, the water having the water quality within the allowable range is always discharged when the water is discharged from the fresh water storage tank 6 to the outside. It is released. Moreover, when using the water in the fresh water storage tank 6 as construction water, the water of the stable water quality can always be used. Moreover, since the capacity | capacitance of the fresh water storage tank 6 is larger than the capacity | capacitance of the water quality detection tank 5, when using the water in the fresh water storage tank 6 as construction water, the stable supply is attained.

なお、上記第1の実施形態の濁水処理装置1においては、返送ポンプ19の流量を原水ポンプ12の流量よりも若干大としているが、これに限らず、返送ポンプ19の流量が原水ポンプ12の流量以上であればよい。   In the muddy water treatment apparatus 1 of the first embodiment, the flow rate of the return pump 19 is slightly larger than the flow rate of the raw water pump 12, but the flow rate of the return pump 19 is not limited to this. Any flow rate or higher is acceptable.

また、上記第2の実施形態の濁水処理装置31においては、水質検知槽5を原水槽2及び清水貯留槽6よりも高い位置に設けて、水質検知槽5からの水が重力により流れるようにしているが、これに限らず、上記第1の実施形態と同様に返送ポンプを設けた上で、切替弁32によって水質検知槽5からの水を清水貯留槽6に流すか原水槽2に戻すかを切り換えてもよい。   In the muddy water treatment apparatus 31 of the second embodiment, the water quality detection tank 5 is provided at a position higher than the raw water tank 2 and the fresh water storage tank 6 so that water from the water quality detection tank 5 flows by gravity. However, the present invention is not limited to this, and a return pump is provided in the same manner as in the first embodiment, and the water from the water quality detection tank 5 is caused to flow into the fresh water storage tank 6 or returned to the raw water tank 2 by the switching valve 32. May be switched.

また、上記実施形態の濁水処理装置1,31における警報システム24は、現場監督者の携帯電話に音声情報を通報するようにしているが、これに限らず、サイレンを鳴らしたり、現場監督者の携帯電話や現場事務所のパソコンに上記した音声情報と同様な内容の電子メールを発信するようにしてもよい。   Moreover, although the alarm system 24 in the muddy water treatment apparatus 1 and 31 of the said embodiment is made to report audio | voice information to a cell phone of a field supervisor, it is not restricted to this, A siren is sounded, or a field supervisor's You may make it transmit the electronic mail of the content similar to the above-mentioned audio | voice information to a mobile telephone or the personal computer of a field office.

また、上記実施形態の濁水処理装置1,31においては、コントローラ25により、濁水処理装置1,31を構成する各機器を集中制御しているが、例えば、図5に示すように、コントローラ25を返送ポンプ19及び警報システム24の制御のみに使用するようにしてもよい。この場合、図2及び図4における濁水処理装置の開始(S1,S21)及び各機器の停止(S9,S29)は、コントローラ25によることなく、個々の機器の電源を手動又は遠隔操作でON/OFFすることにより行う。   Moreover, in the muddy water treatment apparatus 1 and 31 of the said embodiment, although each apparatus which comprises the muddy water treatment apparatuses 1 and 31 is centrally controlled by the controller 25, for example, as shown in FIG. You may make it use only for control of the return pump 19 and the alarm system 24. FIG. In this case, the start of the turbid water treatment apparatus (S1, S21) and the stop of each device (S9, S29) in FIGS. 2 and 4 are not controlled by the controller 25, and the power of each device is turned on / off manually or remotely. This is done by turning it off.

また、上記実施形態の濁水処理装置1,31においては、原水槽2から汲み出した濁水を処理する処理部を薬剤添加装置3とシックナー4とで構成しているが、シックナー4に換えて浮遊物を濾過する濾過槽を設け、或いは、シックナー4と水質検知槽5との間に濾過槽を追加することも可能である。   Moreover, in the muddy water processing apparatuses 1 and 31 of the said embodiment, although the process part which processes the muddy water pumped out from the raw | natural water tank 2 is comprised with the chemical | medical agent addition apparatus 3 and the thickener 4, it replaces with the thickener 4 and floats. It is also possible to provide a filtration tank for filtering water or to add a filtration tank between the thickener 4 and the water quality detection tank 5.

第1の実施形態の濁水処理装置1の構成を示すブロック図。The block diagram which shows the structure of the muddy water processing apparatus 1 of 1st Embodiment. 第1の実施形態の濁水処理装置1の作動を示すフローチャート。The flowchart which shows the action | operation of the muddy water processing apparatus 1 of 1st Embodiment. 第2の実施形態の濁水処理装置31の構成を示すブロック図。The block diagram which shows the structure of the muddy water processing apparatus 31 of 2nd Embodiment. 第2の実施形態の濁水処理装置31の作動を示すフローチャート。The flowchart which shows the action | operation of the muddy water processing apparatus 31 of 2nd Embodiment. 濁水処理装置1の変形例の構成を示すブロック図。The block diagram which shows the structure of the modification of the muddy water processing apparatus 1. FIG.

符号の説明Explanation of symbols

1…濁水処理装置、2…原水槽、3…薬剤添加装置(薬剤添加手段)、4…シックナー(凝集沈殿槽)、5…水質検知槽、6…清水貯留槽、10…返送流路(返送手段)、16…濁度計(水質検知手段)、17…pH計(水質検知手段)、18…フロートスイッチ(水位検知手段)、19…返送ポンプ(返送手段)、25…コントローラ(制御手段)、32…切替弁(返送手段)。   DESCRIPTION OF SYMBOLS 1 ... Turbid water treatment apparatus, 2 ... Raw water tank, 3 ... Chemical addition apparatus (chemical addition means), 4 ... Thickener (coagulation sedimentation tank), 5 ... Water quality detection tank, 6 ... Fresh water storage tank, 10 ... Return flow path (return) Means), 16 ... Turbidimeter (water quality detection means), 17 ... pH meter (water quality detection means), 18 ... Float switch (water level detection means), 19 ... Return pump (return means), 25 ... Controller (control means) 32. Switching valve (return means).

Claims (7)

濁水を受け入れる原水槽と、前記原水槽から汲み出した濁水を処理する処理部と、前記処理部を経由した水を受け入れ水質検知手段により水質を検知する水質検知槽と、前記水質検知槽を経由した水を受け入れて貯留する清水貯留槽と、前記水質検知槽の水を前記処理部に返送する返送手段と、前記返送手段の運転制御を行う制御手段とを備え、
前記水質検知槽は、オーバーフローにより上澄水を前記清水貯留槽へ移送するよう構成され、
前記制御手段は、前記水質検知手段により検知された水質が所定の許容範囲外のときに前記返送手段を作動させ、前記水質検知槽から前記清水貯留槽への水の移送を停止させることを特徴とする濁水処理装置。
A raw water tank for receiving turbid water, a processing unit for processing turbid water pumped from the raw water tank, a water quality detection tank for receiving water via the processing unit and detecting water quality by a water quality detection means, and via the water quality detection tank A fresh water storage tank for receiving and storing water, a return means for returning the water in the water quality detection tank to the processing section, and a control means for controlling the operation of the return means,
The water quality detection tank is configured to transfer the supernatant water to the fresh water storage tank by overflow,
The control means operates the return means when the water quality detected by the water quality detection means is outside a predetermined allowable range, and stops the transfer of water from the water quality detection tank to the fresh water storage tank. A muddy water treatment device.
前記処理部は、前記原水槽から汲み出した濁水に凝集剤を含む薬剤を添加する薬剤添加手段と、薬剤が添加された濁水を受け入れて浮遊物を沈殿分離させる凝集沈殿槽とで構成され、前記返送手段は、前記水質検知槽の水を前記薬剤添加手段を経由して前記凝集沈殿槽に返送するように構成されることを特徴とする請求項1に記載の濁水処理装置。   The processing unit is composed of a drug addition means for adding a drug containing a flocculant to the turbid water pumped out of the raw water tank, and a coagulation sedimentation tank that accepts the turbid water to which the drug is added and precipitates and separates suspended matter, The turbid water treatment apparatus according to claim 1, wherein the return means is configured to return the water in the water quality detection tank to the coagulation sedimentation tank via the chemical addition means. 前記返送手段は、前記水質検知槽内の水を汲み出す返送ポンプと、前記返送ポンプで汲み出された水を前記処理部に返送する返送流路とからなり、
前記返送ポンプは、返送流量が前記水質検知槽へ流入する水の流量以上となるように構成されていることを特徴とする請求項1又は2に記載の濁水処理装置。
The return means consists of a return pump that pumps out the water in the water quality detection tank, and a return flow path that returns the water pumped out by the return pump to the processing unit.
The muddy water treatment apparatus according to claim 1 or 2, wherein the return pump is configured such that a return flow rate is equal to or higher than a flow rate of water flowing into the water quality detection tank.
前記水質検知槽から前記清水貯留槽に水を移送する清水流路を備え、
前記返送手段は、前記水質検知槽から移送される水を前記処理部に返送する返送流路と、前記水質検知槽から移送される水を前記返送流路に返送するか前記清水流路へ移送するかを切り換える切替手段とからなり、
前記制御手段は、前記水質検知手段により検知された水質が所定の許容範囲外のときに前記切替手段により前記水質検知槽を前記返送流路側に接続させることを特徴とする請求項1又は2に記載の濁水処理装置。
A fresh water flow path for transferring water from the water quality detection tank to the fresh water storage tank,
The return means returns the water transferred from the water quality detection tank to the processing unit, and returns the water transferred from the water quality detection tank to the return flow path or transfers it to the fresh water flow path. And switching means for switching between
The control means connects the water quality detection tank to the return flow path side by the switching means when the water quality detected by the water quality detection means is outside a predetermined allowable range. The muddy water treatment apparatus as described.
前記清水貯留槽内の水を外部に放流する放流手段と、前記清水貯留槽内の水を再利用するために汲み出す清水ポンプとの少なくとも一方を備え、前記清水貯留槽の容量は前記水質検知槽の容量よりも大きいことを特徴とする請求項1乃至4の何れか1項に記載の濁水処理装置。   It comprises at least one of a discharge means for discharging the water in the fresh water storage tank to the outside and a fresh water pump for pumping out the water in the fresh water storage tank, and the capacity of the fresh water storage tank is the water quality detection The turbid water treatment apparatus according to any one of claims 1 to 4, wherein the turbid water treatment apparatus is larger than a capacity of the tank. 前記水質検知槽は、水位を検知する水位検知手段を備え、
前記制御手段は、前記水位検知手段により検知された水位が所定の基準水位以下となったときに前記返送ポンプの運転を停止することを特徴とする請求項3に記載の濁水処理装置。
The water quality detection chamber is provided with a water level detecting means for detecting a water level,
The turbid water treatment apparatus according to claim 3, wherein the control means stops the operation of the return pump when the water level detected by the water level detection means becomes equal to or lower than a predetermined reference water level.
前記制御手段は、前記水質検知手段により検知された水質が所定時間連続して前記許容範囲外であるときに警報を発する報知手段を備えていることを特徴とする請求項1乃至6の何れか1項に記載の濁水処理装置。   The said control means is provided with the alerting | reporting means which issues a warning, when the water quality detected by the said water quality detection means is outside the said tolerance | permissible_range for a predetermined time continuously. The turbid water treatment apparatus according to item 1.
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