JPH0720528B2 - Electro-osmotic dehydrator - Google Patents
Electro-osmotic dehydratorInfo
- Publication number
- JPH0720528B2 JPH0720528B2 JP1189861A JP18986189A JPH0720528B2 JP H0720528 B2 JPH0720528 B2 JP H0720528B2 JP 1189861 A JP1189861 A JP 1189861A JP 18986189 A JP18986189 A JP 18986189A JP H0720528 B2 JPH0720528 B2 JP H0720528B2
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- dehydration
- electrode
- electroosmotic
- upper electrode
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- Separation Using Semi-Permeable Membranes (AREA)
- Treatment Of Sludge (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、下水汚泥,産業廃液の汚泥などを対象に脱水
処理する電気浸透式脱水機に関する。TECHNICAL FIELD The present invention relates to an electroosmotic dehydrator for dehydrating sewage sludge, sludge of industrial waste liquid, and the like.
〔従来の技術〕 頭記した電気浸透式脱水機として、バッチ処理方式のフ
ィルタプレス型電気浸透式脱水機が公知であり、その従
来構成を第4図に示す。図において、1はシリンダ2の
操作で開閉する上下二分割構造の箱形処理容器であり、
該容器の上部には汚泥供給口11が、底部には濾水排出口
12が開口している。また、処理容器内には脱水処理室13
を挟んでその上下に直流電源3に接続された一対の電極
4,5が対向配備してあり、上部電極4は処理容器1の上
部壁面に、下部電極5は容器内の底部側に備えた圧搾用
ダイアフラム6に結合して配備されている。なお、14は
搬出ダイアフラム6の背後側に通じる加工エア導入口で
ある。さらに、下部電極5の電極面を覆って濾布ベルト
7が布設されている。この濾布ベルト7は処理容器1の
上下分割面の間を通して内外にまたがるように引回して
プーリの間に張架したエンドレスベルトであり、駆動モ
ータ8により巡回移動操作される。[Prior Art] As the above-mentioned electroosmotic dehydrator, a batch processing type filter press type electroosmotic dehydrator is known, and its conventional configuration is shown in FIG. In the figure, 1 is a box-shaped processing container having an upper and lower two-part structure that is opened and closed by operating a cylinder 2.
A sludge supply port 11 is provided at the top of the container, and a drainage outlet is provided at the bottom.
12 open. In addition, the dehydration processing chamber 13
A pair of electrodes connected to the DC power supply 3 above and below the electrodes
The upper electrode 4 is arranged on the upper wall surface of the processing container 1, and the lower electrode 5 is arranged by being connected to the squeezing diaphragm 6 provided on the bottom side in the container. Reference numeral 14 is a processing air introduction port communicating with the rear side of the unloading diaphragm 6. Further, a filter cloth belt 7 is laid to cover the electrode surface of the lower electrode 5. The filter cloth belt 7 is an endless belt that is stretched inward and outward through the space between the upper and lower divided surfaces of the processing container 1 and stretched between the pulleys, and is cyclically moved by a drive motor 8.
上記構成による電気浸透式脱水機の動作原理は良く知ら
れており、処理容器1を閉じた状態で電極4と5との間
の脱水処理室13に汚泥供給口11を通じて汚泥9(下水汚
泥の汚泥粒子の界面動電位(ζ−電位)はマイナス電位
である)を供給し、ここで電極4,5をそれぞれ陽極,陰
極として電圧を印加すると、汚泥9の含有水は電気浸透
作用により濾布ベルト7を透過して陰極側の下部電極5
の表面に集まり、ここから電極表面に形成した導水溝を
経由して配水口12より系外に排出される。また、電気浸
透脱水の進行に合わせてダイアフラム6の背後に加圧エ
アを導入し、下部電極5,濾布ベルト7を介して汚泥9に
圧搾力を加えることによりさらに脱水が促進される。The operation principle of the electroosmotic dehydrator having the above-described configuration is well known, and the sludge 9 (sewage sludge of the sewage sludge is introduced into the dehydration treatment chamber 13 between the electrodes 4 and 5 through the sludge supply port 11 with the treatment container 1 closed. When the electrokinetic potential (ζ-potential) of the sludge particles is supplied as a negative potential, and the electrodes 4 and 5 are used as anodes and cathodes, respectively, a voltage is applied, the water contained in the sludge 9 is filtered by the electroosmotic action. Lower electrode 5 on the cathode side through belt 7.
On the surface of the electrode, and is discharged from the system through the water distribution groove formed on the surface of the electrode. Further, by introducing pressurized air behind the diaphragm 6 in accordance with the progress of electroosmotic dehydration and applying a compressive force to the sludge 9 via the lower electrode 5 and the filter cloth belt 7, the dehydration is further promoted.
そして、1回の脱水処理が終了すると、シリンダ2の操
作により処理容器1を開放し、容器内にケーキ化された
状態で残留している汚泥ケーキを排除するとともに、駆
動モータ8で濾布ベルト7を巡回移動して汚損面域を処
理容器1の容器外に引出し、代わりに洗浄面域を処理容
器1の内部に引き込むようにする。また、濾布ベルト7
の残留付着物は処理容器外に引き出したところで洗浄し
て排除する。Then, when the one-time dehydration process is completed, the processing container 1 is opened by operating the cylinder 2 to remove the sludge cake remaining in the container in a caked state, and the drive motor 8 is used to filter the filter cloth belt. 7 is moved cyclically to draw out the dirty surface area to the outside of the processing container 1, and instead to draw the cleaning surface area into the processing container 1. Also, filter cloth belt 7
Residual deposits are washed out when they are pulled out of the processing container.
なお、上記は下水汚泥(汚泥粒子の界面動電位がマイナ
ス)を対象に、汚泥供給側の上部電極4を陽極,集水側
の下部電極5を陰極として汚泥の含有水を下部電極側に
集水するようにしたが、特に産業廃液などのように例え
ば金属酸化物,水酸化物などの粒子を多く含む汚泥では
汚泥粒子の界面動電位(ζ−電位)がマイナスとなるの
で、この場合には前記とは逆に上部電極4を陰極,集水
側の下部電極5を陽極として電圧を印加するようにして
含有水を下部電極5に集水するようにする。The above is for sewage sludge (the electrokinetic potential of sludge particles is negative), and the upper electrode 4 on the sludge supply side is used as the anode and the lower electrode 5 on the water collecting side is used as the cathode to collect the water contained in the sludge on the lower electrode side. Although it was made to water, especially in the case of sludge containing a lot of particles such as metal oxides and hydroxides such as industrial waste liquid, the electrokinetic potential (ζ-potential) of sludge particles becomes negative. Contrary to the above, a voltage is applied to the lower electrode 5 by using the upper electrode 4 as a cathode and the lower electrode 5 on the water collecting side as an anode so that the contained water is collected in the lower electrode 5.
ところで、前記した電気浸透式脱水機の従来構成では、
汚泥を十分な低含水率まで脱水することか困難である
他、汚泥の脱水処理量の割に多量の電力を消費するため
に脱水効率(消費電力量と汚泥の脱水処理量との比)が
低くて経済的な運転が望めない問題があり、その改善策
が大きな課題となっている。By the way, in the conventional configuration of the electroosmotic dehydrator described above,
It is difficult to dehydrate the sludge to a sufficiently low water content, and the dewatering efficiency (ratio between power consumption and sludge dewatering amount) is large because it consumes a large amount of electricity for the sludge dewatering amount. There is a problem that low and economical driving cannot be expected, and the improvement measure is a big issue.
そこで、発明者等は電気浸透式脱水の進行に伴う汚泥の
性状変化について調べたとこを次記の点が明らかになっ
た。すなわち、第5図は第4図の電気浸透式脱水機によ
る脱水動作の説明図であり、特にこれ以上に電圧印加を
続けても濾水の新たな排出が殆どない脱水進行状態での
機内における汚泥状態分布を表している。この脱水進行
状態で電極4と5との間に挟まれている汚泥9につき、
上層部9a,中層部9b,下層部9cに分けて各層の汚泥性状を
調べた。まず、汚泥9の上層部9aは殆ど流動性を失った
乾燥状態にあり、かつ上部電極4と接する部分には汚泥
の減容に伴って局所的に生じた空隙9d内には汚泥含有水
の電気分解により発生した生成ガスの閉じ込められてい
るのが認められた。これに対して中層部9b,下層部9cは
上層部9aに比べて脱水の進行程度が低く含水率も高い。
とりわけ中層部9bは、下層部9cがダイアフラム6による
圧搾力を受けて圧密層を形成し、かつこの圧密層が中層
部9bから下部電極5に向けて流動する水の透過を阻害し
ているために、最も含水率が高く脱水があまり進行して
いないことが認められた。Then, the present inventors have made clear the following points when the property changes of the sludge were investigated with the progress of the electroosmotic dehydration. That is, FIG. 5 is an explanatory diagram of the dehydration operation by the electroosmotic dehydrator of FIG. 4, and particularly in the interior of the dehydration progressing state in which there is almost no new discharge of the filtered water even if the voltage application is further continued. It shows the sludge condition distribution. Regarding the sludge 9 sandwiched between the electrodes 4 and 5 in this dehydration progressing state,
The sludge properties of each layer were investigated separately for the upper layer 9a, the middle layer 9b and the lower layer 9c. First, the upper layer portion 9a of the sludge 9 is in a dry state with almost no fluidity, and in the portion in contact with the upper electrode 4, the sludge-containing water is generated in the void 9d locally generated due to the volume reduction of the sludge. It was confirmed that the produced gas generated by electrolysis was confined. On the other hand, the middle layer 9b and the lower layer 9c have a lower degree of dehydration and a higher water content than the upper layer 9a.
In particular, in the middle layer portion 9b, the lower layer portion 9c receives a squeezing force from the diaphragm 6 to form a consolidation layer, and this consolidation layer inhibits the permeation of water flowing from the middle layer portion 9b toward the lower electrode 5. It was found that the water content was highest and dehydration did not proceed so much.
つまり、電気浸透作用による汚泥の含有水は上部電極4
に接している汚泥9の上層から下層へ向け汚泥層内を流
動して下部電極5に集水される。このために、脱水の進
行に伴い最初に上層部9aが脱水,乾燥してその電気抵抗
が増大すると、以降は中層部9b,下層部9cの含水率が高
い状態にあっても電極間に挟まれた汚泥中に電流が流れ
難くなる。また、下水汚泥のように含有水に硫酸イオ
ン,塩素イオンなどを多く含んでいる場合には電極間の
電圧印加に伴い含有水が電気分解されて電極表面に酸
素,水素などのガスが発生する。この場合に、下部電極
側5に発生したガスは濾水と一緒に濾布ベルト7を透過
して系外に排出されるが、上部電極側4に発生したガス
は逃げ場がないため、第5図で示したようにガスが上部
電極5と汚泥9との間に滞留するようになる。しかもこ
の生成ガスは非導電性であるため、汚泥への通電をます
ます悪化させる。That is, the water contained in the sludge due to the electroosmotic action is absorbed by the upper electrode 4
The sludge 9 which is in contact with the above flows from the upper layer to the lower layer in the sludge layer and is collected by the lower electrode 5. For this reason, when the upper layer 9a is first dehydrated and dried to increase its electric resistance as the dehydration progresses, thereafter, even if the middle layer 9b and the lower layer 9c have a high water content, they are sandwiched between the electrodes. It becomes difficult for electric current to flow in the sludge that has been removed. When the contained water contains a large amount of sulfate ions, chlorine ions, etc., such as sewage sludge, the contained water is electrolyzed with the application of voltage between the electrodes, and gases such as oxygen and hydrogen are generated on the electrode surface. . In this case, the gas generated on the lower electrode side 5 passes through the filter cloth belt 7 together with the filtered water and is discharged to the outside of the system, but the gas generated on the upper electrode side 4 has no escape, so As shown in the figure, the gas comes to stay between the upper electrode 5 and the sludge 9. Moreover, since the produced gas is non-conductive, the electricity to the sludge is further deteriorated.
したがって、第5図の汚泥状態分布になると、この状態
から電極間に同じ電圧を印加し続けても電気浸透脱水作
用による汚泥の脱水がこれ以上進まず、さらに脱水を進
めにためには電極間により高い電圧を印加する必要があ
る。しかしながら高電圧を供給するとそれだけ消費電力
量が増大することになり、結果として電気浸透式脱水機
のランニングコストが嵩み、脱水効率が低下する。Therefore, when the sludge state distribution in Fig. 5 is reached, even if the same voltage is continuously applied between the electrodes from this state, the dehydration of the sludge by the electroosmotic dehydration action does not proceed any further, and in order to further promote the dehydration, Therefore, it is necessary to apply a higher voltage. However, when a high voltage is supplied, the power consumption increases, and as a result, the running cost of the electroosmotic dehydrator increases and the dehydration efficiency decreases.
本発明は上記の点にかんがみなされたものであり、前記
したバッチ処理方式の電気浸透式脱水機を対象に、汚泥
供給側に配備した上部電極,並びに汚泥供給部の構造を
改良することにより、汚泥の局部的な乾燥化,、電気分
解発生ガスの滞留を防いで電気浸透脱水が効果的に進む
ようにした脱水効率の高い電気浸透式脱水機を提供する
ことを目的とする。The present invention has been made in view of the above points, by targeting the electroosmotic dehydrator of the batch processing method described above, by improving the structure of the upper electrode disposed on the sludge supply side, and the sludge supply unit, It is an object of the present invention to provide an electroosmotic dehydrator with high dehydration efficiency, which is capable of effectively drying sludge in a localized manner and preventing electrolysis generated gas from accumulating to effectively perform electroosmotic dehydration.
上記課題を解決するために、本発明の電気浸透式脱水機
では、汚泥供給側に配備した上部電極を汚泥およびガス
の透過を許容する透孔電極板となし、かつ該電極板の裏
面側に汚泥供給口に通じる汚泥溜め室を設けて構成する
ものとする。In order to solve the above problems, in the electroosmotic dehydrator of the present invention, the upper electrode provided on the sludge supply side is a through-hole electrode plate that allows the passage of sludge and gas, and on the back surface side of the electrode plate. A sludge storage chamber leading to the sludge supply port shall be provided.
上記の構成で、上部電極を構成する透孔電極板は、例え
ば板の全面域に分散した多数の孔を穿孔したパンチング
板、あるいは金網が採用され、その背後(上面側)に汚
泥溜め室となる空間を残して処理容器の中段位置に配備
されている。In the above configuration, the through-hole electrode plate that constitutes the upper electrode is, for example, a punching plate in which a large number of holes dispersed in the entire area of the plate are punched, or a wire mesh, and behind it (upper surface side) is a sludge storage chamber. It is placed in the middle position of the processing container leaving the space.
ここで上部の汚泥供給口を通じて処理容器に汚泥を供給
すると、汚泥はまず容器内の汚泥溜め室に入り、ここか
ら透孔電極板透孔を流下して対向電極の間の脱水処理室
空間を満たすとともに、残りの汚泥がそのまま汚泥溜り
室内に残留している。When sludge is supplied to the treatment container through the upper sludge supply port here, the sludge first enters the sludge storage chamber in the container, and the sludge permeates the plate through the perforated electrode plate to allow the dewatering treatment chamber space between the opposing electrodes to flow. As the sludge fills up, the remaining sludge remains in the sludge storage chamber.
一方、この状態で汚泥粒子の界面動電位(ζ−電位)に
対応して汚泥の含有水が下部電極側に集水されるように
電極の極性を選定して電極間に電圧を印加すれば、電気
浸透作用により汚泥の含有水が下部電極側に集水されて
系外に排出される。また、含有水の電気分解により上部
電極側に発生したガス透孔電極板を通過して脱水処理室
から上方に抜け出る。さらに、電気浸透脱水の進行に伴
って汚泥が減容すると、この減容分によって生じた空所
を埋めるように未脱水の汚泥が汚泥溜り室から透孔電極
板を透過して脱水処理室内に補給される。On the other hand, in this state, the polarity of the electrodes is selected so that the water contained in the sludge is collected on the lower electrode side in accordance with the interfacial potential (ζ-potential) of the sludge particles. The water contained in the sludge is collected on the lower electrode side by the electroosmotic action and discharged to the outside of the system. Further, it passes through the gas permeation electrode plate generated on the upper electrode side by electrolysis of the contained water, and escapes upward from the dehydration treatment chamber. Furthermore, when the volume of sludge decreases with the progress of electroosmotic dehydration, undehydrated sludge permeates the perforated electrode plate from the sludge storage chamber to fill the void created by this volume reduction, and enters the dehydration treatment chamber. Will be replenished.
したがって、電気浸透脱水の進行中に上部電極と汚泥と
の間に電気分解によって発生したガスだ滞留することが
なく、かつ汚泥溜め室からの未脱水汚泥の補給により上
部電極と接する汚泥の上層部が湿潤を保って極端に乾燥
状態になることもない。この結果、電極間に挟まれた汚
泥の導電性が保持され、同じ印加電圧のままでも電気浸
透作用が継続的に働いて汚泥全体の含水率が十分低下す
るまで電気浸透脱水が効果的に進行するようになる。Therefore, the gas generated by electrolysis does not stay between the upper electrode and the sludge during the progress of electroosmotic dehydration, and the upper layer part of the sludge in contact with the upper electrode by replenishing the non-dehydrated sludge from the sludge storage chamber Does not stay wet and become extremely dry. As a result, the conductivity of the sludge sandwiched between the electrodes is maintained, and electroosmotic dehydration effectively proceeds until the water content of the entire sludge is sufficiently reduced by the electroosmotic action continuously working even with the same applied voltage. Come to do.
第1図ないし第3図は本発明実施例を示し、第4図,第
5図に対応する同一部材には同じ符号が付してある。FIGS. 1 to 3 show an embodiment of the present invention, and the same members corresponding to FIGS. 4 and 5 are designated by the same reference numerals.
まず、第1図,第2図において、処理容器1の底面側に
は下部電極5,および濾布ベルト7が、また処理容器1の
中段位置に上部電極4が配置されており、この配置で処
理容器1の内部には上部電極4と下部電極5との間に脱
水処理室13が、上部電極4の背後には汚泥供給口11に通
じる汚泥溜め室10が画成される。また、汚泥溜め室10に
対して処理容器1には頂部に開口する加圧エア導入口1
5,および側方に開口する汚泥排出口16が設けてある。さ
らに、上部電極4は、第2図に明示されているように電
極板の全面域に分散して汚泥,ガスの透過を許容する多
数の透過孔41を穿孔した透孔電極板として作られたもの
である。First, in FIGS. 1 and 2, the lower electrode 5 and the filter cloth belt 7 are arranged on the bottom side of the processing container 1, and the upper electrode 4 is arranged in the middle position of the processing container 1. A dehydration treatment chamber 13 is defined inside the treatment container 1 between the upper electrode 4 and the lower electrode 5, and a sludge storage chamber 10 communicating with the sludge supply port 11 is defined behind the upper electrode 4. In addition, the treatment container 1 has a pressurized air introduction port 1 opening at the top with respect to the sludge storage chamber 10.
5, and a sludge discharge port 16 that opens to the side is provided. Further, the upper electrode 4 is made as a through-hole electrode plate having a large number of permeation holes 41 dispersed in the entire area of the electrode plate to allow the permeation of sludge and gas, as clearly shown in FIG. It is a thing.
次に前記構成による動作を説明する。図示のように処理
室1を閉じ、汚泥供給口11を通じて処理室内に汚泥9を
供給すると、汚泥はまず汚泥溜め室10に溜り、ここから
上部電極4の孔41を透過して流下し、下部電極5との間
の脱水処理室13を満たすとともに、残りの汚泥はそのま
ま汚泥溜め室10の中に残留する。なお、この時点では汚
泥排出口16は閉じている。Next, the operation of the above configuration will be described. When the treatment chamber 1 is closed as shown in the figure and sludge 9 is supplied into the treatment chamber through the sludge supply port 11, the sludge first accumulates in the sludge storage chamber 10 and then passes through the holes 41 of the upper electrode 4 to flow down to the lower portion. While filling the dehydration treatment chamber 13 between the electrode 5 and the electrode 5, the remaining sludge remains in the sludge storage chamber 10 as it is. At this point, the sludge discharge port 16 is closed.
次いで汚泥供給口11を閉じ、かつ加圧エア導入口15より
導入した加圧エアで汚泥9を加圧した状態で電極4と5
との間に電源3より電圧を印加する。これにより電極4
と5との間に挟まれた汚泥9に電気浸透作用が働き、汚
泥9の含有水は下部電極5に向けて汚泥の層内を流動
し、濾布ベルト7を透過した後に濾水排出口12を通じて
系外に排出される。一方、この電気浸透脱水の進行に伴
って汚泥9が減容(濾水の排出により汚泥の体積が減少
する)すると、第3図に表したように、汚泥9の体積減
少分を補うように汚泥溜め室10内に滞留している未脱水
汚泥が加圧エアの圧力を受け、上部電極4の孔41を透過
して脱水処理室13内に流入(実線矢印)する。なお、第
3図において、91は電気浸透脱水がある程度進んだ下層
側の脱水汚泥を、92は汚泥9の減容に伴って汚泥溜め室
10側から新たに汚泥の上層側に補給された補給汚泥を表
している。また、電極間の電圧印加に伴う電気分解作用
により、上部電極4の表面に発生したガスはそのまま透
孔電極板の透孔41より抜け出て脱水処理室13から汚泥溜
め室10側に排出する(点線矢印)。なお、下部電極側に
発生したガスは濾水と一緒に抜け出て系外に排気され
る。Then, the sludge supply port 11 is closed, and the sludge 9 is pressurized by the pressurized air introduced from the pressurized air introduction port 15 while the electrodes 4 and 5 are being pressed.
And a voltage is applied from the power source 3 between them. This allows the electrode 4
The sludge 9 sandwiched between 5 and 5 has an electroosmotic action, and the water contained in the sludge 9 flows toward the lower electrode 5 in the sludge layer, passes through the filter cloth belt 7, and then passes through the drainage outlet. It is discharged out of the system through 12. On the other hand, when the volume of the sludge 9 is reduced (the volume of the sludge is reduced by discharging the filtered water) with the progress of this electroosmotic dehydration, as shown in FIG. The undewatered sludge accumulated in the sludge storage chamber 10 receives the pressure of pressurized air, permeates through the holes 41 of the upper electrode 4 and flows into the dehydration processing chamber 13 (solid arrow). In FIG. 3, reference numeral 91 is the lower-layer dehydrated sludge that has undergone electroosmotic dehydration to some extent, and 92 is the sludge storage chamber as the volume of the sludge 9 is reduced.
It represents the replenishment sludge that was newly replenished from the 10 side to the upper layer side of the sludge. Further, the gas generated on the surface of the upper electrode 4 due to the electrolysis effect caused by the voltage application between the electrodes directly escapes from the through hole 41 of the through hole electrode plate and is discharged from the dehydration treatment chamber 13 to the sludge storage chamber 10 side ( Dotted arrow). The gas generated on the lower electrode side escapes with the filtered water and is exhausted to the outside of the system.
上記の動作説明で明らかなように、電気浸透脱水工程中
には、上部電極4に接する汚泥9の上層部分は汚泥溜め
室10からの未脱水汚泥の補給を受けるので極端に乾燥化
することなしに導電性を保持し続け、また電気分解で発
生したガスが上部電極4との接触部分に停滞することな
く排出する。これにより、汚泥内を流れる電流の通電状
態が持続し、脱水処理室13内に供給された汚泥9が十分
低含水率になるまで、電気浸透作用による脱水が継続
的,かつ効果的に進行する。As is clear from the above description of the operation, during the electroosmotic dehydration process, the upper layer portion of the sludge 9 in contact with the upper electrode 4 receives replenishment of the non-dehydrated sludge from the sludge storage chamber 10 and therefore does not extremely dry. The gas generated by electrolysis is discharged to the contact portion with the upper electrode 4 without stagnation. As a result, the energized state of the electric current flowing through the sludge is maintained, and the dehydration by electroosmosis proceeds continuously and effectively until the sludge 9 supplied into the dehydration treatment chamber 13 has a sufficiently low water content. .
なお、脱水処理後の操作は、まず電源3の電圧印加を停
止し、かて汚泥排出口16を開放して加圧エアにより汚泥
溜り室10に残留している流動性の高い未脱水汚泥を室外
に排出した後に、シリンダ2の操作で処理容器1を開放
して脱水処理室13からケーキ化された脱水汚泥を排除
し、さらに濾布ベルト7を巡回移動して汚損面域を室外
に引き出し、これにより1回のバッチ脱水処理工程が終
了する。In addition, in the operation after the dehydration treatment, first, the voltage application of the power source 3 is stopped, the sludge discharge port 16 is opened, and the high-fluidity undewatered sludge remaining in the sludge accumulating chamber 10 by the pressurized air is removed. After being discharged to the outside of the room, the processing container 1 is opened by operating the cylinder 2 to remove the caked dehydrated sludge from the dehydration processing chamber 13, and the filter cloth belt 7 is circulated to draw out the contaminated surface area to the outside of the room. This completes one batch dehydration treatment process.
次に、前記の電気浸透脱水方式による評価を確認するた
めに本発明者等が行った実機試験結果について述べる。
この試験では、下水処理場で発生した余剰汚泥を試料と
し、第1図,第4図に示した電気浸透式脱水機を用いて
次記の条件の下で脱水試験を行った。Next, the results of an actual machine test conducted by the present inventors to confirm the evaluation by the electroosmotic dehydration method will be described.
In this test, the excess sludge generated in the sewage treatment plant was used as a sample, and a dehydration test was conducted using the electroosmosis dehydrator shown in FIGS. 1 and 4 under the following conditions.
(試験条件) 1.試料濃度:2.2%(含水率97.8%) 2.脱水時間:10分 3.印加電圧:60V(第1図の脱水機) 110V(第4図の脱水機) 4.加圧エア圧力:0.5Kg/cm2(第1図) 5Kg/cm2(第4図) 5.電極間間隔:30mm 上記条件での試験結果によれば、従来の電気浸透式脱水
機(第4図)では、汚泥の含水率は72%までしか低下せ
ず、かつ消費電力量は脱水汚泥の乾燥固形分11トン分に
演算して1250KWHであった。これに対して本発明の電気
浸透式脱水機(第1図)では、汚泥の含水率が64%まで
低下し、かつ消費電力量は620KWHであった。つまり、従
来の方式と比べて汚泥の含水率が8%低まり、かつ消費
電力量はほぼ半減できることが確認された。(Test conditions) 1. Sample concentration: 2.2% (water content 97.8%) 2. Dehydration time: 10 minutes 3. Applied voltage: 60V (dehydrator in Fig. 1) 110V (dehydrator in Fig. 4) 4. Addition pressure air pressure: 0.5 Kg / cm 2 (Fig. 1) 5Kg / cm 2 (FIG. 4) 5. gap between electrodes: According to the test results at 30mm above conditions, the conventional electro-osmotic type dehydrator (fourth In the figure), the water content of the sludge decreased only to 72%, and the power consumption was calculated to be 11 tons of dry solids of the dehydrated sludge, which was 1250 KWH. On the other hand, in the electroosmotic dehydrator of the present invention (Fig. 1), the water content of sludge was reduced to 64%, and the power consumption was 620 KWH. That is, it was confirmed that the water content of sludge was reduced by 8% and the power consumption could be almost halved as compared with the conventional method.
本発明による電気浸透式脱水機は、以上説明したように
構成されているので、次記の効果を奏する。Since the electroosmotic dehydrator according to the present invention is configured as described above, it has the following effects.
すなわち、汚泥供給側に配備した上部電極を汚泥および
ガスの透過を許容する透孔電極板となし、かつ該電極板
の裏面側に汚泥供給口に通じる汚泥溜め室を設けたこと
により、 (1)電気浸透脱水進行に伴い汚泥が減容すると汚泥溜
め室側から非脱水汚泥が透孔電極板である上部電極を透
過して補給されるので、上部電極と接する汚泥上層部の
極端な乾燥化を防いで汚泥の導電性が保持できる。That is, the upper electrode provided on the sludge supply side is formed as a through-hole electrode plate that allows permeation of sludge and gas, and a sludge storage chamber communicating with the sludge supply port is provided on the back side of the electrode plate. ) When the volume of sludge decreases with the progress of electroosmosis dehydration, non-dehydrated sludge permeates the upper electrode, which is a through-hole electrode plate, to be replenished from the sludge storage chamber side, so the upper layer of sludge in contact with the upper electrode is extremely dried. The conductivity of sludge can be maintained by preventing
(2)上部電極側に発生する電気分解生成ガスは透孔電
極板を透過して直ちに脱水処理室から抜け出るのでガス
の滞留がなくなり、ガス滞留による電極と汚泥との間の
通電性を阻害することがなくなる。(2) The electrolysis generated gas generated on the upper electrode side permeates the perforated electrode plate and immediately escapes from the dehydration treatment chamber, so that gas retention is eliminated and the electrical conductivity between the electrode and sludge due to gas retention is obstructed. Will disappear.
(3)したがって、脱水処理工程中に電極の間に挟まれ
た汚泥へ流れる電流の通電性が持続されて電気浸透作用
が継続かつ有効に働き、これにより少ない消費電力量で
汚泥を低含水率まで効果的に脱水することができ、脱水
効率の大幅な改善が図れる。(3) Therefore, during the dehydration treatment process, the electrical conductivity of the current flowing through the sludge sandwiched between the electrodes is maintained, and the electroosmotic action continues and works effectively, which allows the sludge to have a low water content with a small amount of power consumption. Can be effectively dehydrated up to the point that the dehydration efficiency can be greatly improved.
第1図は本発明実施例の全体構成図、第2図は第1図に
おける上部電極の平面図、第3図は第1図による電気浸
透脱水の動作説明図、第4図は従来における電気浸透式
脱水機の全体構成図、第5図は第4図による電気浸透脱
水の動作説明図である。図において、 1:処理容器、11:汚泥供給口、12:濾水排出口、13:脱水
処理室、3:直流電源、4:上部電極、41:透過孔、5:下部
電極、7:濾布ベルト、9:汚泥、10:汚泥溜め室。FIG. 1 is an overall configuration diagram of an embodiment of the present invention, FIG. 2 is a plan view of an upper electrode in FIG. 1, FIG. 3 is an operation explanatory diagram of electroosmotic dehydration according to FIG. 1, and FIG. Fig. 5 is an overall configuration diagram of the osmotic dehydrator, and Fig. 5 is an operation explanatory diagram of electroosmotic dehydration according to Fig. 4. In the figure, 1: treatment container, 11: sludge supply port, 12: filtered water discharge port, 13: dewatering chamber, 3: DC power supply, 4: upper electrode, 41: transmission hole, 5: lower electrode, 7: filter Cloth belt, 9: sludge, 10: sludge storage chamber.
Claims (1)
口した処理容器の内部に上下一対の電極を対向配備し、
汚泥を供給した状態で電極間に直流電圧を印加すること
により、汚泥の含有水を下部電極側に集め、濾過材を通
じて系外へ排出するようにした電気浸透式脱水機におい
て、汚泥供給側に配備した上部電極を汚泥およびガスの
透過を許容する透孔電極板となし、かつ該電極板の裏面
側に汚泥供給口に通じる汚泥溜め室を設けたことを特徴
とする電気浸透式脱水機。1. A pair of upper and lower electrodes are disposed opposite to each other inside a processing container having a sludge supply port at the top and a drainage discharge port at the bottom.
In the electroosmotic dehydrator that collects the water contained in the sludge on the lower electrode side by applying a DC voltage between the electrodes while supplying the sludge and discharges it out of the system through the filter material, An electroosmotic dehydrator, characterized in that the deployed upper electrode is a through-hole electrode plate that allows the passage of sludge and gas, and a sludge storage chamber that communicates with a sludge supply port is provided on the back side of the electrode plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1189861A JPH0720528B2 (en) | 1989-07-21 | 1989-07-21 | Electro-osmotic dehydrator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1189861A JPH0720528B2 (en) | 1989-07-21 | 1989-07-21 | Electro-osmotic dehydrator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0356107A JPH0356107A (en) | 1991-03-11 |
| JPH0720528B2 true JPH0720528B2 (en) | 1995-03-08 |
Family
ID=16248413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1189861A Expired - Lifetime JPH0720528B2 (en) | 1989-07-21 | 1989-07-21 | Electro-osmotic dehydrator |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0720528B2 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3141542B2 (en) * | 1992-07-07 | 2001-03-05 | 富士電機株式会社 | Electroosmotic dehydrator |
| JP4919455B2 (en) * | 2005-08-02 | 2012-04-18 | 株式会社ピーエス三菱 | Bagging dewatering method |
| JP2014144429A (en) * | 2013-01-29 | 2014-08-14 | Kurita Water Ind Ltd | Electroosmotic dewatering method and electroosmotic dewatering apparatus |
| JP6712929B2 (en) * | 2016-08-17 | 2020-06-24 | 株式会社エイブル | Combined dehydrator |
| JP7530995B2 (en) * | 2020-12-15 | 2024-08-08 | 三菱化工機株式会社 | Filtration Equipment |
| CN114956511B (en) * | 2022-05-30 | 2023-03-21 | 钱江水利开发股份有限公司 | Sludge treatment equipment and method thereof |
-
1989
- 1989-07-21 JP JP1189861A patent/JPH0720528B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0356107A (en) | 1991-03-11 |
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