JPS6029285B2 - Portable coagulation sedimentation equipment - Google Patents

Portable coagulation sedimentation equipment

Info

Publication number
JPS6029285B2
JPS6029285B2 JP16427381A JP16427381A JPS6029285B2 JP S6029285 B2 JPS6029285 B2 JP S6029285B2 JP 16427381 A JP16427381 A JP 16427381A JP 16427381 A JP16427381 A JP 16427381A JP S6029285 B2 JPS6029285 B2 JP S6029285B2
Authority
JP
Japan
Prior art keywords
tank
flow rate
liquid reservoir
overflow weir
sedimentation
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
Application number
JP16427381A
Other languages
Japanese (ja)
Other versions
JPS5867306A (en
Inventor
正 村岡
志朗 村上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP16427381A priority Critical patent/JPS6029285B2/en
Publication of JPS5867306A publication Critical patent/JPS5867306A/en
Publication of JPS6029285B2 publication Critical patent/JPS6029285B2/en
Expired legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/003Sedimentation tanks provided with a plurality of compartments separated by a partition wall
    • B01D21/0033Vertical, perforated partition walls
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/02Settling tanks with single outlets for the separated liquid
    • B01D21/04Settling tanks with single outlets for the separated liquid with moving scrapers

Description

【発明の詳細な説明】 本発明は濁液(水)に凝集剤を添加して濁液中の微細粒
子を凝集させ、これを沈降分離させることにより浄化液
を得る可搬型凝集沈殿装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a portable coagulation-sedimentation device that adds a flocculant to a turbid liquid (water) to flocculate fine particles in the turbid liquid, and then sediments and separates the particles to obtain a purified liquid. It is.

可搬型凝集沈殿装置には、横流れ方式と上向流方式とを
粗合せて、両者の利点を併せもつ凝集沈殿装置が提案さ
れ、実用化されている。
As a portable coagulation-sedimentation apparatus, a coagulation-sedimentation apparatus that combines the advantages of a horizontal flow method and an upward flow method has been proposed and put into practical use.

第1図は横流れ方式と上向流方式とを組合わせた従来の
可搬型凝集沈殿装置を示す平面図、第2図はその断面正
面図を示している。
FIG. 1 is a plan view showing a conventional portable coagulation sedimentation apparatus that combines a horizontal flow system and an upward flow system, and FIG. 2 is a cross-sectional front view thereof.

これらの図において、1は装置本体、2は凝集損梓槽、
3は濁水流入管、4は凝集剤柱入管、5は凝集櫨梓槽2
内に設けられた蝿梓翼、6は櫨梓翼5の駆動装置、7は
フロック成長槽で、その入口7aが下方に、出口7bが
上方に形成され、かつフロック成長槽7自体を形成する
仕切壁8は傾斜して設けられて、フロツク成長槽7の容
積が出口7b側に向う程大きくなっている。9は沈降分
離槽1川ま沈降分離槽9内に設けられた複数枚の整流板
で、各整流板1川ま垂直に、かつ互に離間して設置され
ている。
In these figures, 1 is the main body of the device, 2 is the flocculation loss tank,
3 is a turbid water inflow pipe, 4 is a flocculant column inlet pipe, and 5 is a flocculation tank 2
6 is a driving device for the fly bean wing 5, and 7 is a floc growth tank, the inlet 7a of which is formed at the bottom, the outlet 7b is formed at the top, and the floc growth tank 7 itself is formed. The partition wall 8 is provided to be inclined, and the volume of the floc growth tank 7 increases toward the outlet 7b side. Reference numeral 9 denotes a plurality of rectifying plates provided in the sedimentation separation tank 9, each of which is installed vertically and spaced apart from each other.

また各整流板1川こは多数の孔があげられている。11
は沈降分離槽9の出口側上部において装置本体1に形成
された溢流せき、12は溢流せき11から溢流する浄化
水を溜める処理液溜、13は処理水流出管、14は沈降
分離槽9の下部に設置されたレーキ、15はフロツク成
長槽7の下部に形成されたスラッジ濃縮槽、16はスラ
ッジ排出管である。
Also, each rectifying plate has a large number of holes. 11
1 is an overflow weir formed in the apparatus main body 1 at the upper part of the outlet side of the sedimentation separation tank 9, 12 is a treated liquid reservoir for collecting purified water overflowing from the overflow weir 11, 13 is a treated water outflow pipe, and 14 is a sedimentation separation A rake is installed at the bottom of the tank 9, 15 is a sludge concentration tank formed at the bottom of the floc growth tank 7, and 16 is a sludge discharge pipe.

この凝集沈殿装置においては、濁水と凝集剤との混合液
が濁水流入管3を介して凝集損梓槽2に供給され、この
混合液は損梓翼5によって雛拝され、凝集剤の凝集反応
によりフロックが生成され、このフロックはフロック成
長槽7内で成長する。
In this coagulation-sedimentation device, a mixed liquid of turbid water and a flocculant is supplied to a flocculation loss tank 2 via a turbid water inflow pipe 3, and this mixed liquid is fed by a waste removal blade 5, and the flocculant undergoes a flocculation reaction. A floc is generated, and this floc grows in the floc growth tank 7.

フロック成長槽7から沈降分離槽9内に流入したフロッ
クの一部はそのままスラッジ濃縮槽15に沈降して堆積
し、他のフロックは整流板10を通過して溢流せき11
の方向へ流れながら次第に沈降して、沈降分離槽9の底
部に堆積する。そして沈降分離槽9底部に堆積したスラ
ッジは、レーキ14によりスラッジ濃縮槽15へかき寄
せられ、スラッジ濃縮槽15に集められたスラツジはス
ラッジ排出管16から装置外へ排出される。一方、浄化
された水は溢流せき11から処理液溜12へ溢流した後
、処理水流出管13から装置外へ流出する。ところで、
従釆の可搬型凝集沈殿装置においては、大きさの関係か
ら流量測定装置をつけることができなかったので、沈降
分離槽9から溢流する浄化液の流量を測定する場合には
、溢流せき11から処理液溜12に溢流した浄化水を可
搬型凝集沈殿装置とは別に設置した水槽に溜め、その水
槽の出口部に設けた流量測定用溢流せきから水槽外へ溢
流するときの水槽内の水面高さを測定器で測定すること
で浄化水の流量を測定していた。
Some of the flocs that flowed into the sedimentation separation tank 9 from the floc growth tank 7 settle and accumulate in the sludge thickening tank 15, and other flocs pass through the rectifier plate 10 and are deposited in the overflow weir 11.
It gradually settles while flowing in the direction of , and is deposited at the bottom of the sedimentation separation tank 9. The sludge accumulated at the bottom of the sedimentation separation tank 9 is scraped into the sludge concentration tank 15 by the rake 14, and the sludge collected in the sludge concentration tank 15 is discharged from the sludge discharge pipe 16 to the outside of the apparatus. On the other hand, the purified water overflows from the overflow weir 11 into the treated liquid reservoir 12 and then flows out of the apparatus from the treated water outflow pipe 13. by the way,
In the attached portable coagulation sedimentation device, it was not possible to install a flow rate measuring device due to its size, so when measuring the flow rate of the purified liquid overflowing from the sedimentation separation tank 9, it was necessary to use the overflow weir. The purified water overflowing from 11 to the treated liquid reservoir 12 is stored in a water tank installed separately from the portable coagulation sedimentation device, and when it overflows to the outside of the water tank from the overflow weir for flow rate measurement provided at the outlet of the water tank. The flow rate of purified water was measured by measuring the height of the water surface in the aquarium with a measuring device.

このように、従来の可搬型凝集沈殿装置においては、浄
化水の流量測定装置を装置本体と別個に設けているので
、凝集沈殿装置の裾付と前記流量測定装置の裾付とを行
わなければならす、しかも、凝集沈殿装置の据付場所を
変更する都度、前記流量測定装置の取外し、裾付けを行
わなければならないので、据付工事がきわめて面倒であ
った。本発明の目的は、前述した従来技術の問題点を解
消し、浄化液の流量測定部を装置本体と一体化して、据
付を簡単に行え得る可搬型凝集沈殿装置を提供するにあ
る。
In this way, in the conventional portable coagulation sedimentation device, the purified water flow rate measurement device is provided separately from the device body, so it is necessary to attach the hem of the coagulation sedimentation device and the flow rate measurement device. In addition, each time the installation location of the coagulation-sedimentation device was changed, the flow rate measuring device had to be removed and fitted, making the installation work extremely troublesome. SUMMARY OF THE INVENTION An object of the present invention is to solve the problems of the prior art described above, and to provide a portable coagulation-sedimentation apparatus that can be easily installed by integrating a purification liquid flow rate measuring section with the apparatus main body.

この目的を達成するために、本発明は、濁液と凝集剤と
を蝉拝する凝集損梓槽と、その凝集燈梓槽の雌梓液から
フロツクを成長させるフロック成長槽と、そのフロック
成長槽で成長して沈降するフロックを堆積するスラッジ
濃縮槽と、フロック成長槽からの液を整流してフロック
を含むスラッジを分離沈降させる沈降分離槽と、その沈
降分離槽で沈降したスラッジをスラッジ濃縮槽へ移送さ
せる手段と、沈降分離槽の出口側上部に設置され、沈降
分離槽内から溢流せきを介して溢流する浄イり夜を溜め
る処理液溜とを備えて成る可搬型凝集沈殿装置において
、前記処理液溜を、一端に切欠部を有する仕切壁によっ
て前記溢流せきから溢流する浄イQ夜を直接受ける第1
の処理液溜と、仕功壁の切欠部を介して第1の処理液溜
に蓮適する第2の処理液溜とに区画し、前記第2の処理
液溜内には、前記仕切壁の一端の切欠部と離間した位置
に設置される流量測定用溢流せきと、該流量測定用溢流
せきと前記切欠部との間に配設た整流板と、前記流量測
定用溢流せきから溢流するときの第2の処理液溜内の液
面の高さに応じて流量を測定できる測定器とを具えたこ
とを特徴とする。
In order to achieve this object, the present invention provides a coagulation loss tank that mixes a slurry and a coagulant, a floc growth tank that grows flocs from the female slurry of the flocculation tank, and a floc growth tank that grows flocs from the female slurry of the flocculation tank. A sludge concentration tank that deposits flocs that grow and settle in the tank, a sedimentation separation tank that rectifies the liquid from the floc growth tank to separate and settle the sludge containing flocs, and a sludge concentration tank that collects the sludge that has settled in the sedimentation separation tank. A portable coagulation sedimentation system comprising a means for transferring to a tank, and a processing liquid reservoir installed at the upper part of the exit side of the sedimentation separation tank to collect purified water that overflows from the sedimentation separation tank through an overflow weir. In the apparatus, the processing liquid reservoir is connected to a first partition wall having a notch at one end, which directly receives the water flowing from the overflow weir.
The processing liquid reservoir is divided into a processing liquid reservoir, and a second processing liquid reservoir, which is connected to the first processing liquid reservoir through a notch in the partition wall. a flow rate measuring overflow weir installed at a position apart from the notch at one end; a rectifying plate disposed between the flow rate measuring overflow weir and the notch; and a rectifying plate disposed between the flow rate measuring overflow weir and the notch; The present invention is characterized by comprising a measuring device capable of measuring the flow rate according to the height of the liquid level in the second processing liquid reservoir when overflowing.

以下、本発明の一実施例を図面に従って説明する。第3
図は本発明による可搬型凝集沈殿装置を示す平面図、第
4図は第3図の断面正面図、第5図は第3図のV−V断
面図である。図において、第1図及び第2図と同じ符号
のものは同じもの、もしくは等価のものを表わしている
。本発明による可搬型凝集沈殿装置では、溢流せき11
から溢流する浄化水を受ける処理液溜が、一端に切欠部
17aを有する仕切壁17によって前記溢流せき11か
ら溢流する浄化水を直接受ける第1の処理液溜18と、
前記仕切壁17の切欠部17aを介して第1の処理液溜
18に運通する第2の処理液溜19とに区画されている
。そして第2の処理液溜19内には、仕切壁17の切欠
部17aと離間した位置に流量測定用溢流せき20が設
置され、かつ該溢流せき20の出口側底部には処理水流
出管21が接続されている。また第2の処理液溜19内
において、前記流量測定用溢流せき20と仕切壁17の
切欠部17aとの間の仕切壁17には、流量目盛を刻印
した流量測定器22が設置されている。この流量測定用
溢流せき20から溢流するときの第2の処理液溜19内
の液面が流量目盛のどこの目盛にあるかを目視すること
で、そのときの流量を測定できるようになっている。ま
た、23は第2の処理液沼19内において前記切欠部1
7aと流量測定器22との間に配設された整流板で、第
1の処理液溜18から流入する浄化水を整流して液面が
波立たないようにして、流量測定器22での流量測定を
正確に行ないうるようにしている。本発明による凝集沈
殿装置は、前記の如き構成としたから、沈降分離槽9で
浄化されて溢流せき11から溢流する浄化水は第1の処
理液溜18に流入し、次いで仕切壁17の一端の切欠部
17aを介して第2の処理液溜19に流入する。
An embodiment of the present invention will be described below with reference to the drawings. Third
4 is a sectional front view of FIG. 3, and FIG. 5 is a sectional view taken along the line V-V of FIG. 3. In the figures, the same reference numerals as in FIGS. 1 and 2 represent the same or equivalent items. In the portable coagulation sedimentation apparatus according to the present invention, the overflow weir 11
A first processing liquid reservoir 18 that directly receives purified water overflowing from the overflow weir 11 through a partition wall 17 having a notch 17a at one end;
It is divided into a second processing liquid reservoir 19 that communicates with the first processing liquid reservoir 18 via a notch 17a of the partition wall 17. In the second treated liquid reservoir 19, an overflow weir 20 for measuring the flow rate is installed at a position apart from the notch 17a of the partition wall 17, and at the bottom of the outlet side of the overflow weir 20, the treated water flows out. A pipe 21 is connected. Further, in the second processing liquid reservoir 19, a flow rate measuring device 22 having a flow rate scale engraved thereon is installed on the partition wall 17 between the flow rate measuring overflow weir 20 and the notch 17a of the partition wall 17. There is. By visually observing where on the flow rate scale the liquid level in the second processing liquid reservoir 19 is when overflowing from the overflow weir 20 for flow rate measurement, the flow rate at that time can be measured. It has become. Further, 23 is the notch 1 in the second processing liquid swamp 19.
A rectifying plate disposed between the flow rate measuring device 22 and the flow measuring device 22 rectifies the purified water flowing in from the first processing liquid reservoir 18 to prevent the liquid surface from undulating. This allows for accurate flow measurement. Since the coagulation-sedimentation apparatus according to the present invention has the above-described configuration, the purified water that has been purified in the sedimentation separation tank 9 and overflows from the overflow weir 11 flows into the first treated liquid reservoir 18, and then flows into the partition wall 17. It flows into the second processing liquid reservoir 19 through the notch 17a at one end.

そして第2の処理液溜19へ流入した浄化水は整流板2
3により整流された後、流量測定用溢流せき20から溢
流し処理水流出管21を経て装置外へ排出される。そし
て前記流量測定用溢流せき20から溢流するときの第2
の処理液溜19の浄化水の液面の高さと流量測定器22
の流量目盛とを視認することによって浄化水の流量を測
定できる。このように本発明による凝集沈殿装置は、処
理液溜を第1の処理液溜と第2の処理液溜とに仕切ると
いうきわめて簡単な構成により、可搬型凝集沈殿装置本
体と浄化水の流量測定部とを一体化したので、従釆技術
のように流量測定装置を別個に設けるものと比較して可
搬型凝集沈殿装置の裾付をきわめて簡単に行なうことが
でき、しかも装置本体が大型化することもないという効
果がある。なお、前記の実施例においては、流量測定器
22を第2の処理液溜19内に設けた例を示したが、こ
れを第2の処理液溜19の外側に設けるようにしてもよ
い。例えば第6図及び第7図に示した如く、処理液溜1
9の外側において透明パイプ24を該処理液溜19の底
部に運通し、かつ立上がらせて設け、該透明パイプ24
の近傍の処理液溜外壁に流量目盛盤25を設け、透明パ
イプ24の液面と流量目盛盤25とで浄化水の流量を測
定する構成としてもよい。この実施例によれば、装置本
体にのぼらなくても流量の測定を行える効果がある。
The purified water flowing into the second treatment liquid reservoir 19 flows through the rectifier plate 2.
3, the treated water overflows from the overflow weir 20 for flow rate measurement and is discharged to the outside of the apparatus via the treated water outflow pipe 21. and a second one when overflowing from the flow rate measuring overflow weir 20
The height of the purified water level in the treated liquid reservoir 19 and the flow rate measuring device 22
The flow rate of purified water can be measured by visually checking the flow rate scale. As described above, the coagulation-sedimentation apparatus according to the present invention has an extremely simple structure in which the treated liquid reservoir is divided into a first treatment liquid reservoir and a second treatment liquid reservoir. Since the parts are integrated, it is much easier to attach the portable coagulation sedimentation equipment compared to the case where the flow rate measuring device is installed separately as in the case of the adjoining technology, and the main body of the equipment becomes larger. There is an effect that there is no such thing. In the above embodiment, the flow rate measuring device 22 is provided inside the second processing liquid reservoir 19, but it may be provided outside the second processing liquid reservoir 19. For example, as shown in FIGS. 6 and 7, the processing liquid reservoir 1
A transparent pipe 24 is installed at the outside of the processing liquid reservoir 19 to convey it to the bottom of the processing liquid reservoir 19 and to stand up.
A configuration may also be adopted in which a flow rate scale 25 is provided on the outer wall of the processing liquid reservoir near the 25 and the flow rate of the purified water is measured by the liquid level of the transparent pipe 24 and the flow rate scale 25. According to this embodiment, there is an effect that the flow rate can be measured without climbing into the main body of the apparatus.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の可搬型凝集沈殿装置を示す平面図、第2
図は第1図の断面正面図である。 第3図は本発明の可搬型凝集沈殿装置の一実施例を示す
平面図、第4図は第3図の断面正面図、第5図は第3図
のV−V断面図である。第6図及び第7図は流量測定器
の他の例を示し、第6図は断面正面図、第7図は第6図
の肌一肌矢視図である。1..・装置本体、2・・・凝
集損拝槽、7・・・フロック成長槽、9・・・沈降分離
槽、11・・・溢流せき、14..・レーキ、15・・
・スラッジ濃縮槽、17・・・仕切壁、17a・・・仕
切壁の切欠部、18・・・第1の処理液溜、19・・・
第2の処理液溜、20・・・流量測定用溢流せき、22
・・・流量測定器。 第1図 第2図 第3図 第4図 第5図 第6図 第7図
Figure 1 is a plan view showing a conventional portable coagulation sedimentation device;
The figure is a sectional front view of FIG. 1. FIG. 3 is a plan view showing one embodiment of the portable coagulation sedimentation apparatus of the present invention, FIG. 4 is a sectional front view of FIG. 3, and FIG. 5 is a sectional view taken along the line V-V of FIG. 3. FIGS. 6 and 7 show other examples of the flow rate measuring device, with FIG. 6 being a sectional front view and FIG. 7 being a skin-to-skin view of FIG. 6. 1. .. - Apparatus body, 2... Coagulation loss tank, 7... Floc growth tank, 9... Sedimentation separation tank, 11... Overflow weir, 14. ..・Rake, 15...
- Sludge concentration tank, 17... Partition wall, 17a... Notch in partition wall, 18... First treatment liquid reservoir, 19...
Second processing liquid reservoir, 20...Overflow weir for flow rate measurement, 22
...Flow rate measuring device. Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7

Claims (1)

【特許請求の範囲】[Claims] 1 濁液と凝集剤とを撹拌する凝集撹拌槽と、その凝集
撹拌槽の撹拌液からフロツクを成長させるフロツク成長
槽と、そのフロツク成長槽で成長して沈降するフロツク
を堆積するスラツジ濃縮槽と、フロツク成長槽からの液
を整流してフロツクを含むスラツジを分離沈降させる沈
降分離槽と、その沈降分離槽で沈降したスラツジをスラ
ツジ濃縮槽へ移送させる手段と、沈降分離槽の出口側上
部に設置され、沈降分離槽内から溢流せきを介して溢流
する浄化液を溜める処理液とを備えて成る可搬型凝集沈
殿装置において、前記処理液溜を、一端に切欠部を有す
る仕切壁によつて前記溢流せきから溢流する浄化液を直
接受ける第1の処理液溜と、仕切壁の切欠部を介して第
1の処理液溜に連通する第2の処理液溜とに区画し、前
記第2の処理液溜内には、前記仕切壁の一端の切欠部と
離間した位置に設置される流量測定用溢流せきと、該流
量測定用溢流せきと前記切欠部との間に配設した整流板
と、前記流量測定用溢流せきから溢流するときの第2の
処理液溜内の液面の高さに応じて流量を測定できる測定
器とを具えたことを特徴とする可搬型凝集沈殿装置。
1. A flocculation stirring tank that stirs the turbid liquid and flocculant, a floc growth tank that grows flocs from the stirring liquid in the flocculation stirring tank, and a sludge thickening tank that deposits the flocs that grow and settle in the floc growth tank. , a settling tank for rectifying the liquid from the floc growth tank to separate and settle the sludge containing flocs; a means for transferring the sludge settled in the settling tank to the sludge thickening tank; In a portable coagulation-sedimentation apparatus, the treatment liquid is installed in a sedimentation separation tank and is equipped with a treatment liquid that collects the purified liquid that overflows from the sedimentation separation tank through an overflow weir. Therefore, the treatment liquid reservoir is divided into a first treatment liquid reservoir that directly receives the purification liquid overflowing from the overflow weir, and a second treatment liquid reservoir that communicates with the first treatment liquid reservoir through a notch in the partition wall. , in the second processing liquid reservoir, a flow rate measuring overflow weir installed at a position apart from the notch at one end of the partition wall, and a flow rate measuring overflow weir installed between the flow rate measuring overflow weir and the notch. and a measuring device capable of measuring the flow rate according to the height of the liquid level in the second processing liquid reservoir when overflowing from the overflow weir for measuring the flow rate. A portable coagulation sedimentation device.
JP16427381A 1981-10-16 1981-10-16 Portable coagulation sedimentation equipment Expired JPS6029285B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16427381A JPS6029285B2 (en) 1981-10-16 1981-10-16 Portable coagulation sedimentation equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16427381A JPS6029285B2 (en) 1981-10-16 1981-10-16 Portable coagulation sedimentation equipment

Publications (2)

Publication Number Publication Date
JPS5867306A JPS5867306A (en) 1983-04-21
JPS6029285B2 true JPS6029285B2 (en) 1985-07-10

Family

ID=15789947

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16427381A Expired JPS6029285B2 (en) 1981-10-16 1981-10-16 Portable coagulation sedimentation equipment

Country Status (1)

Country Link
JP (1) JPS6029285B2 (en)

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JPH0650738Y2 (en) * 1989-02-20 1994-12-21 トキコ株式会社 Reference tank
JP5771732B1 (en) 2014-10-24 2015-09-02 株式会社フジクラ Optical fiber fusion splicer and optical fiber fusion splicer including the same
CN106269664B (en) * 2016-07-13 2018-10-26 佛山市顺德区骏达电子有限公司 Energy saving overflow shunt regulating and metering combination unit and its excess flow detection method
GB2584489A (en) * 2019-06-07 2020-12-09 Niall Drennan Enterprises Ltd A device for treating and recycling water

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108786193A (en) * 2018-06-27 2018-11-13 李海强 Shunting setting pot
CN108786193B (en) * 2018-06-27 2021-09-24 李海强 Shunting type grit chamber

Also Published As

Publication number Publication date
JPS5867306A (en) 1983-04-21

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