JP2598414Y2 - Constant flow discharge device - Google Patents

Constant flow discharge device

Info

Publication number
JP2598414Y2
JP2598414Y2 JP1993030804U JP3080493U JP2598414Y2 JP 2598414 Y2 JP2598414 Y2 JP 2598414Y2 JP 1993030804 U JP1993030804 U JP 1993030804U JP 3080493 U JP3080493 U JP 3080493U JP 2598414 Y2 JP2598414 Y2 JP 2598414Y2
Authority
JP
Japan
Prior art keywords
tank
water
pipe
air
communication pipe
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
Application number
JP1993030804U
Other languages
Japanese (ja)
Other versions
JPH07589U (en
Inventor
俊廣 本田
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP1993030804U priority Critical patent/JP2598414Y2/en
Publication of JPH07589U publication Critical patent/JPH07589U/en
Application granted granted Critical
Publication of JP2598414Y2 publication Critical patent/JP2598414Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Activated Sludge Processes (AREA)
  • Removal Of Floating Material (AREA)
  • Treatment Of Biological Wastes In General (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、被処理水の流入量の変
動が大きい槽から流出量を一定に維持して排水できる定
流量排出装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a constant flow discharge device capable of draining water from a tank having a large fluctuation in the amount of inflow of water to be treated while maintaining a constant amount of outflow.

【0002】[0002]

【従来の技術】従来、回分式活性汚泥法における上澄水
排出装置など、被処理水の流入量の変動が大きい槽で
は、槽からの流出量を一定にするために、機械式、フロ
ート式、固定式などの機構によって流量制御が行われて
いる。具体的な制御方法としては、バルブの電動開閉に
よるもの、機械的な昇降機構によるもの、フロートの浮
力調整によるもの、サイフォンおよびサイフォンブレー
カーによるもの、ポンプの発停によるものなどが挙げら
れる。
2. Description of the Related Art Conventionally, in a tank such as a supernatant water discharge device in a batch activated sludge method in which the amount of inflow of water to be treated fluctuates greatly, a mechanical type, a float type, The flow rate is controlled by a mechanism such as a fixed type. As a specific control method, there are a method by electric opening and closing of a valve, a method by a mechanical lifting mechanism, a method by adjusting buoyancy of a float, a method by a siphon and a siphon breaker, and a method by starting and stopping a pump.

【0003】[0003]

【考案が解決しようとする課題】しかしながら、上記の
ような従来の制御方法では、水位追従機能が不安定であ
るため、定量排出が困難であるという問題がある。
However, the conventional control method as described above has a problem that it is difficult to discharge a fixed amount because the water level tracking function is unstable.

【0004】また、設定排出量の変更が困難であるとい
う問題がある。また、上澄水排出装置の排出量を制御す
る場合は、装置がスカム流出防止のための機構を有して
おり、そのため装置内にスカムが蓄積しやすいという問
題がある。
Another problem is that it is difficult to change the set discharge amount. Further, when controlling the discharge amount of the supernatant water discharge device, the device has a mechanism for preventing scum outflow, and therefore, there is a problem that scum is easily accumulated in the device.

【0005】本考案は上記問題を解決するもので、定量
排出が可能であり、設定排出量の変更が容易であるとと
もに、スカムの装置内蓄積を防止できる排出装置を提供
することを目的とするものである。
An object of the present invention is to solve the above-mentioned problem, and an object of the present invention is to provide a discharge device capable of discharging a fixed amount, easily changing a set discharge amount, and preventing accumulation of scum in the device. Things.

【0006】[0006]

【課題を解決するための手段】上記問題を解決するため
に、本考案の定流量排出装置は、被処理水の流入量の変
動が大きい水槽の下流に配置される定流量排出装置であ
って、密閉構造の調整槽に、前記水槽に連通して常時水
没状態で水槽内の被処理水を調整槽に流入させる流入管
と、調整槽内の底面に流入管より上方まで立設され、調
整槽内を上流側と下流側とに仕切るとともに上端縁が越
流堰をなす堰板と、一端が調整槽内の堰板より下流側に
おいて堰板の上端縁より下方に開口し他端が調整槽外の
水中に開口して堰板を越える越流水を槽外へ流出させる
流出管と、調整槽外の空気源に接続する空気供給管と、
一端が前記水槽内に開口し、上下に伸縮する調整部を有
して、水槽内の一定水位以上で前記開口端が水没するよ
うに設定水位変更可能な空気連通管とを設けるととも
に、空気連通管の水没と開放とを前記調整槽内の空気圧
によって検出し、その結果にもとづいて、前記水槽に設
けたスカム流出管を、前記空気連通管の水没時に閉と
し、開放時に設定時間のみ開とする手段を設けたもので
ある。
In order to solve the above-mentioned problems, a constant flow discharge device according to the present invention is a constant flow discharge device disposed downstream of a water tank in which the amount of inflow of treated water greatly varies. An adjustment tank having a closed structure, an inflow pipe communicating with the water tank and allowing the water to be treated in the water tank to flow into the adjustment tank in a constantly submerged state, and an adjustment tank installed on a bottom surface in the adjustment tank to be higher than the inflow pipe; A partition plate that partitions the inside into an upstream side and a downstream side, and an upper edge forms an overflow weir, and one end is opened below the upper edge of the weir plate downstream of the weir plate in the adjustment tank and the other end is adjusted tank. An outflow pipe that opens into the outside water and allows overflow water that exceeds the weir plate to flow out of the tank, an air supply pipe that connects to an air source outside the adjustment tank,
One end is opened in the water tank, and has an adjusting portion which expands and contracts up and down, and an air communication pipe capable of changing a set water level so that the opening end is submerged at a certain water level or higher in the water tank is provided. The submersion and opening of the pipe are detected by the air pressure in the adjustment tank, and based on the result, the scum outflow pipe provided in the water tank is closed when the air communication pipe is submerged, and opened only for a set time when opened. Means for performing the operation.

【0007】[0007]

【作用】上記構成において、調整槽に、水槽に連通して
常時水没状態で水槽内の被処理水を調整槽に流入させる
流入管と、一端が調整槽内で開口し他端が調整槽外の水
中に開口して槽内の被処理水を槽外へ流出させる流出管
とを設けたことにより、調整槽内を密閉状態とすること
が可能である。また、調整槽外の空気源に接続する空気
供給管と、一端が水槽内に開口し、上下に伸縮する調整
部を有して、水槽内の一定水位以上で開口端が水没する
ように設定水位変更可能な空気連通管とを設けたことに
より、調整槽に空気を供給できるとともに、調節部によ
って空気連通管の開口端の位置を調節し、水槽内におけ
るその水没深さを任意に設定することができる。これに
より、空気供給管から空気を圧送供給する状態におい
て、水槽内の空気連通管の開口端が水没している時は、
調整槽内は密閉状態にあるため、空気連通管の開口端の
位置における圧力すなわち水没深さに相当する圧力と調
整槽内の空気圧とが等しくなる。
In the above arrangement, an inflow pipe communicating with the water tank and allowing the water to be treated in the water tank to flow into the adjustment tank in a constantly submerged state, and one end open in the adjustment tank and the other end outside the adjustment tank. By providing an outflow pipe that opens into the water and allows the water to be treated in the tank to flow out of the tank, the inside of the adjustment tank can be sealed. In addition, an air supply pipe connected to an air source outside the regulating tank, and an adjusting part that opens into the water tank at one end and expands and contracts up and down, so that the opening end is submerged at a certain water level or higher in the water tank. With the provision of the air communication pipe capable of changing the water level, air can be supplied to the adjustment tank, and the position of the open end of the air communication pipe is adjusted by the adjustment unit, so that the depth of submersion in the water tank is arbitrarily set. be able to. Thereby, in a state where air is supplied under pressure from the air supply pipe, when the open end of the air communication pipe in the water tank is submerged,
Since the inside of the adjustment tank is in a closed state, the pressure at the position of the opening end of the air communication pipe, that is, the pressure corresponding to the depth of submersion, is equal to the air pressure in the adjustment tank.

【0008】したがって、水槽への被処理水の流入量に
変動があり、たとえば水位が上昇したときは、水槽内の
空気連通管の開口端の位置における圧力が上昇するが、
空気供給管から持続して空気が供給されることにより調
整槽内の空気圧が上昇して、水槽内の空気連通管の開口
端の圧力と調整槽内の空気圧とがつりあうようになるた
め、調整槽内の水位すなわち越流水の水位は一定に保た
れる。
Therefore, the flow rate of the water to be treated into the water tank fluctuates. For example, when the water level rises, the pressure at the position of the open end of the air communication pipe in the water tank rises.
As air is continuously supplied from the air supply pipe, the air pressure in the adjustment tank rises, and the pressure at the open end of the air communication pipe in the water tank and the air pressure in the adjustment tank are balanced, so adjustment is required. The water level in the tank, that is, the overflow water level is kept constant.

【0009】また、水槽内の水位が下降したときは、水
槽内の空気連通管の開口端の位置における圧力が低下し
て、調整槽内の空気圧の方が大きくなるため、水槽内の
空気連通管の開口端から空気が流出して、水槽内の空気
連通管の開口端の圧力と調整槽内の空気圧とがつりあう
ようになるため、調整槽内の越流水の水位は一定に保た
れる。
When the water level in the water tank falls, the pressure at the position of the open end of the air communication pipe in the water tank decreases, and the air pressure in the adjustment tank increases. Air flows out from the open end of the pipe, and the pressure at the open end of the air communication pipe in the water tank and the air pressure in the adjustment tank balance, so that the level of the overflow water in the adjustment tank is kept constant. .

【0010】このように、水槽内の水位が上昇したとき
も下降したときも調整槽内の越流水の水位は一定に保た
れるので、越流水の水面と越流堰の上端縁との差が一定
に保たれて、調整槽から定流量の排水が行われる。
As described above, when the water level in the water tank rises and falls, the water level of the overflow water in the regulating tank is kept constant, so that the difference between the level of the overflow water and the upper edge of the overflow weir is maintained. Is kept constant, and a constant flow rate of water is drained from the regulating tank.

【0011】水槽内において、流入水量が少なく水位が
下降して空気連通管の開口端が開放された時は、空気供
給管から供給される空気はこの開口端から流出し、調整
槽内の空気圧が大気圧に等しくなるため、調整槽からは
流入量に等しい被処理水が流出する。
In the water tank, when the amount of inflowing water is small and the water level drops and the open end of the air communication pipe is opened, the air supplied from the air supply pipe flows out from the open end, and the air pressure in the adjustment tank is reduced. Is equal to the atmospheric pressure, and the water to be treated equals the inflow amount flows out of the adjustment tank.

【0012】また、空気連通管の水没と開放とを調整槽
内の空気圧によって検出し、その結果にもとづいて、水
槽に設けたスカム流出管を、空気連通管の水没時に閉と
し、開放時に設定時間のみ開とする手段を設けたことに
より、空気連通管の開口端をスカム流出管の開口下端よ
り上方かつ上下方向に開口近辺に設定しておけば、空気
連通管が開放される低水位のとき、すなわち水面がスカ
ム流出管付近に存在するときにスカム流出管が設定時間
開とされるので、水面付近に存在するスカムを水槽から
流出させることができる。
The submersion and opening of the air communication pipe are detected by the air pressure in the adjusting tank, and based on the result, the scum outflow pipe provided in the water tank is closed when the air communication pipe is submerged and set when opened. By providing the means for opening only the time, if the opening end of the air communication pipe is set above the lower end of the opening of the scum outflow pipe and near the opening in the vertical direction, the low water level at which the air communication pipe is opened At that time, that is, when the water surface is near the scum outflow pipe, the scum outflow pipe is opened for the set time, so that the scum existing near the water surface can be discharged from the water tank.

【0013】[0013]

【実施例】以下、本考案の一実施例の定流量排出装置を
図1を参照しながら説明する。1は定流量排出装置であ
り、流入水量Qiの変動が大きい水槽2の下流に設けら
れている。定流量排出装置1は、密閉構造の槽3を有し
ており、槽3の底部において常時水没状態で水槽2内の
被処理水を槽3へ流入させる流入管4によって水槽2に
連通している。槽3内の底面には、槽内を上流側と下流
側とに仕切る堰板5が立設されていて、流入管4より流
入する被処理水をその上端縁において下流側へ越流させ
るように構成されている。堰板5より下流側には、堰板
5を越えた越流水を槽外へ流出させる流出管6が設けら
れていて、管6の一端は堰板5の上端縁より下方に開口
するとともに、他端は槽3外の水中に開口している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A constant flow discharging device according to an embodiment of the present invention will be described below with reference to FIG. Reference numeral 1 denotes a constant flow discharge device, which is provided downstream of the water tank 2 in which the inflow water amount Qi fluctuates greatly. The constant flow rate discharge device 1 includes a tank 3 having a closed structure, and is connected to the water tank 2 by an inflow pipe 4 that allows the water to be treated in the water tank 2 to flow into the tank 3 in a constantly submerged state at the bottom of the tank 3. I have. A weir plate 5 that partitions the inside of the tank into an upstream side and a downstream side is provided upright on the bottom surface in the tank 3 so that the water to be treated flowing from the inflow pipe 4 is allowed to flow to the downstream side at the upper end edge. Is configured. Downstream from the weir plate 5, there is provided an outflow pipe 6 for allowing overflow water that has passed over the weir plate 5 to flow out of the tank. One end of the pipe 6 opens below the upper end edge of the weir plate 5, The other end is open to the water outside the tank 3.

【0014】槽3の上部には、槽外のコンプレッサ7な
どの空気源に接続する空気供給管8が設けられていて、
空気供給管8の管路には空気用電磁弁9および減圧弁1
0などの流量調節手段と圧力計11とが設けられてい
る。槽3の上部にはさらに空気連通管12が設けられて
いて、その一端13は水槽2内に開口している。空気連
通管12は上下に伸縮する調整部14を有していて、こ
の調整部14により水槽2内の一定水位以上で水没する
ように一端13の設定水位を変更可能である。
At the upper part of the tank 3, an air supply pipe 8 connected to an air source such as a compressor 7 outside the tank is provided.
A solenoid valve 9 for air and a pressure reducing valve 1 are provided in a line of the air supply pipe 8.
A flow control means such as 0 and a pressure gauge 11 are provided. An air communication pipe 12 is further provided at an upper portion of the tank 3, and one end 13 of the pipe 3 opens into the water tank 2. The air communication pipe 12 has an adjusting part 14 which expands and contracts up and down. The adjusting part 14 can change the set water level at one end 13 so as to be submerged above a certain water level in the water tank 2.

【0015】水槽2における槽3との連通管4より上方
には、自動弁15を備えたスカム流出管16が設けられ
ていて、圧力計11によって測定された槽3内の空気圧
に基づいて、空気連通管12の水没時にスカム流出管1
6を閉とし、開放時に設定時間のみ開とするように構成
されている。
A scum outflow pipe 16 provided with an automatic valve 15 is provided above the communication pipe 4 in the water tank 2 with the tank 3. Based on the air pressure in the tank 3 measured by the pressure gauge 11, Scum outflow pipe 1 when air communication pipe 12 is submerged
6 is configured to be closed and to be opened only for a set time at the time of opening.

【0016】以下、上記構成における作用を説明する。
調整部14によって空気連通管12の開口端13の位置
を調節し、その水槽2内における水没深さΔHiを任意
に設定するとともに、槽3内に、コンプレッサ7から空
気用電磁弁9と減圧弁10で流量調整しながら、空気供
給管8を通じて空気を供給する。すると、空気供給管8
から空気が圧送される状態において、空気連通管12の
開口端13が水没している時は、槽3内は、常時水没状
態の流入管4と一端が槽内で開口し他端が槽外の水中に
開口する流出管6とにより、密閉状態となる。そしてこ
のとき、空気連通管12の開口端13の位置における圧
力すなわち水没深さΔHiに対応する圧力と、槽3内の
空気圧すなわち槽3内の水面における圧力とが等しくな
るように槽3内の水位が固定されて、それ以上供給され
る空気は開口端13から流出する。
The operation of the above configuration will be described below.
The adjusting unit 14 adjusts the position of the open end 13 of the air communication pipe 12 to arbitrarily set the submersion depth ΔHi in the water tank 2, and also sets the solenoid valve 9 for air from the compressor 7 and the pressure reducing valve in the tank 3. While adjusting the flow rate at 10, air is supplied through the air supply pipe 8. Then, the air supply pipe 8
When the open end 13 of the air communication pipe 12 is submerged in a state where the air is pumped from the inside, the inside of the tank 3 is connected to the inflow pipe 4 which is always submerged and one end is opened in the tank and the other end is outside the tank. Is closed by the outflow pipe 6 opening into the water. At this time, the pressure at the position of the opening end 13 of the air communication pipe 12, that is, the pressure corresponding to the submersion depth ΔHi, is equal to the air pressure within the tank 3, that is, the pressure at the water surface in the tank 3. The water level is fixed, and the air supplied further flows out from the open end 13.

【0017】この状態において、水槽2への被処理水の
流入量Qiに変動があり、たとえば水槽2内の水位が上
昇したときは、空気連通管12の開口端13の位置にお
ける圧力が上昇するが、空気供給管8から持続して空気
が供給されることにより槽3内の空気圧が上昇して、水
槽2内の開口端13の位置の圧力と槽3内の空気圧とが
つりあうようになる。この結果、槽3内の水位すなわち
越流水の水位は一定に保たれる。
In this state, the flow rate Qi of the water to be treated into the water tank 2 fluctuates. For example, when the water level in the water tank 2 rises, the pressure at the position of the open end 13 of the air communication pipe 12 increases. However, since the air is continuously supplied from the air supply pipe 8, the air pressure in the tank 3 rises, and the pressure at the position of the open end 13 in the water tank 2 and the air pressure in the tank 3 balance. . As a result, the water level in the tank 3, that is, the overflow water level is kept constant.

【0018】また、水槽2内の水位が下降したときは、
空気連通管12の開口端13の位置における圧力が低下
し、槽3内の空気圧の方が大きくなるため、空気連通管
12の開口端13から空気が流出して、水槽2内の開口
端13の位置の圧力と槽3内の空気圧とがつりあうよう
になる。この結果、槽3内の越流水の水位は一定に保た
れる。
When the water level in the water tank 2 drops,
Since the pressure at the position of the open end 13 of the air communication pipe 12 decreases and the air pressure in the tank 3 increases, air flows out from the open end 13 of the air communication pipe 12 and the open end 13 in the water tank 2 And the air pressure in the tank 3 is balanced. As a result, the level of the overflow water in the tank 3 is kept constant.

【0019】このように、水槽2内の水位が上昇したと
きも下降したときも、槽3内の越流水の水位は一定に保
たれるので、越流水の水面と堰板5の上端縁との差hが
一定に保たれて、定流量の排水が行われる。
As described above, when the water level in the water tank 2 rises and falls, the water level of the overflow water in the tank 3 is kept constant, so that the water level of the overflow water and the upper edge of the weir plate 5 Is maintained constant, and drainage at a constant flow rate is performed.

【0020】一方、水槽2内において、流入水量Qiが
少なく水位が下降して空気連通管12の開口端13が開
放された時は、空気供給管8から供給される空気は開口
端13から流出し、槽3内の空気圧が大気圧に等しくな
るため、槽3における被処理水の流入量と流出量とは等
しくなる。
On the other hand, in the water tank 2, when the inflow water amount Qi is small and the water level drops and the open end 13 of the air communication pipe 12 is opened, the air supplied from the air supply pipe 8 flows out from the open end 13. Since the air pressure in the tank 3 is equal to the atmospheric pressure, the inflow amount and the outflow amount of the water to be treated in the tank 3 are equal.

【0021】また、空気連通管12の水没と開放とを、
圧力計11により槽3内の空気圧が大気圧になることに
よって検出し、その結果にもとづいて、水槽2に設けた
スカム流出管16の自動弁15を作動させる。すると、
空気連通管12が開放される低水位のとき、すなわち水
面がスカム流出管16の開口位置付近に存在するときの
み、自動弁15が開かれてスカム流出管16が開放され
るので、水面付近に存在するスカムを水槽2から流出さ
せることができる。自動弁15は、タイマーなどによっ
て設定時間のみ開くことができる。
The submersion and opening of the air communication pipe 12 are
The air pressure in the tank 3 is detected by the pressure gauge 11 when it becomes atmospheric pressure, and based on the result, the automatic valve 15 of the scum outflow pipe 16 provided in the water tank 2 is operated. Then
The automatic valve 15 is opened and the scum outflow pipe 16 is opened only at a low water level at which the air communication pipe 12 is opened, that is, when the water surface is near the opening position of the scum outflow pipe 16, so that the vicinity of the water surface Existing scum can be drained from the aquarium 2. The automatic valve 15 can be opened only for a set time by a timer or the like.

【0022】さらに、上で説明したように、開口端13
の水没深さΔHiに対応する圧力と越流水の水面におけ
る空気圧とが等しくなるように槽3内の越流水位が決定
されるので、調整部14で開口端13の位置を変更し、
槽3内の越流水位を変更することで、設定排出量を変え
ることができる。
Further, as described above, the open end 13
The overflowing water level in the tank 3 is determined so that the pressure corresponding to the submersion depth ΔHi and the air pressure at the surface of the overflowing water are equal, so that the adjusting unit 14 changes the position of the opening end 13,
The set discharge amount can be changed by changing the overflow water level in the tank 3.

【0023】[0023]

【考案の効果】以上のように本考案によれば、調整槽に
おいて、流入管と流出管とが常に水中で開口しているた
め、空気供給管から空気が圧送供給されかつ空気連通管
の開口端が水槽において水没している時は、調整槽は安
定的に密閉状態に保たれる。このような密閉状態では、
空気連通管の開口端の位置における圧力すなわち水没深
さに相当する圧力と調整槽内の空気圧とは等しくなるた
め、調整槽内に空気が供給される状態において水槽への
被処理水の流入量に変動があったときは、水槽内の空気
連通管の開口端の圧力につりあうように調整槽内の空気
圧が調整される。この結果、調整槽内の水位すなわち越
流水の水位は一定に保たれて、調整槽から定流量の被処
理水が排出される。
As described above, according to the present invention, since the inflow pipe and the outflow pipe are always open in the water in the adjusting tank, air is supplied from the air supply pipe under pressure and the opening of the air communication pipe is opened. When the end is submerged in the water tank, the adjustment tank is stably kept tightly closed. In such a closed state,
Since the pressure at the position of the opening end of the air communication pipe, that is, the pressure corresponding to the depth of submersion, is equal to the air pressure in the adjustment tank, the amount of water to be treated flowing into the water tank when air is supplied into the adjustment tank. When there is a change in the pressure, the air pressure in the adjusting tank is adjusted so as to balance the pressure at the open end of the air communication pipe in the water tank. As a result, the water level in the regulating tank, that is, the level of the overflow water is kept constant, and a constant flow rate of the water to be treated is discharged from the regulating tank.

【0024】また、調整槽内の越流水位は、水槽におけ
る開口端の水没深さに対応する圧力と調整槽における越
流水の水面における圧力とが等しくなるように決定され
るので、調整部により開口端の位置を変更し、調整槽内
の越流水位を変更することで、設定排出量を容易に変え
ることができる。
Also, the overflow water level in the regulating tank is determined so that the pressure corresponding to the depth of submersion at the opening end of the water tank and the pressure on the surface of the overflow water in the regulating tank are equal. By changing the position of the opening end and changing the overflow water level in the adjustment tank, the set discharge amount can be easily changed.

【0025】また、水槽に、調整槽に接続されていない
スカム流出管を設け、その開閉を、水槽内の水面の低下
の指標である空気連通管の開放を検出することにより行
う構成としたことで、水槽から容易かつ確実にスカムを
流出させることができ、従来のように調整槽内にスカム
がたまることがない。
Further, a scum outflow pipe not connected to the regulating tank is provided in the water tank, and the scum outflow pipe is opened and closed by detecting the opening of the air communication pipe which is an indicator of a decrease in the water level in the water tank. Therefore, the scum can be easily and reliably discharged from the water tank, and the scum does not accumulate in the adjusting tank unlike the related art.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案の一実施例の定流量排出装置の動作を説
明する断面図である。
FIG. 1 is a cross-sectional view illustrating an operation of a constant flow rate discharging device according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 定流量排出装置 2 水槽 3 槽(調整槽) 4 流入管 5 堰板 6 流出管 8 空気供給管 12 空気連通管 13 開口端(一端) 14 調整部 16 スカム流出管 Reference Signs List 1 constant flow discharge device 2 water tank 3 tank (adjustment tank) 4 inflow pipe 5 dam plate 6 outflow pipe 8 air supply pipe 12 air communication pipe 13 open end (one end) 14 adjustment section 16 scum outflow pipe

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 被処理水の流入量の変動が大きい水槽の
下流に配置される定流量排出装置であって、密閉構造の
調整槽に、前記水槽に連通して常時水没状態で水槽内の
被処理水を調整槽に流入させる流入管と、調整槽内の底
面に流入管より上方まで立設され、調整槽内を上流側と
下流側とに仕切るとともに上端縁が越流堰をなす堰板
と、一端が調整槽内の堰板より下流側において堰板の上
端縁より下方に開口し他端が調整槽外の水中に開口して
堰板を越える越流水を槽外へ流出させる流出管と、調整
槽外の空気源に接続する空気供給管と、一端が前記水槽
内に開口し、上下に伸縮する調整部を有して、水槽内の
一定水位以上で前記開口端が水没するように設定水位変
更可能な空気連通管とを設けるとともに、空気連通管の
水没と開放とを前記調整槽内の空気圧によって検出し、
その結果にもとづいて、前記水槽に設けたスカム流出管
を、前記空気連通管の水没時に閉とし、開放時に設定時
間のみ開とする手段を設けたことを特徴とする定流量排
出装置。
1. A constant flow rate discharge device disposed downstream of a water tank having a large variation in the amount of inflow of water to be treated, wherein the constant flow rate discharge device communicates with the water tank in an airtight tank. An inflow pipe that allows the water to be treated to flow into the adjustment tank, and a weir that stands upright above the inflow pipe on the bottom surface of the adjustment tank, partitions the inside of the adjustment tank into an upstream side and a downstream side, and has an upper edge that forms an overflow weir. A plate, one end of which is opened below the upper end edge of the weir plate downstream of the weir plate in the regulating tank, and the other end is opened in water outside the regulating tank, and the overflow water flowing over the weir plate flows out of the regulating tank. A pipe, an air supply pipe connected to an air source outside the regulating tank, and an adjusting part that opens into the water tank at one end and expands and contracts vertically, and the open end is submerged at a certain water level or higher in the water tank. And a submersion and opening of the air communication pipe are adjusted as described above. Detected by air pressure in tank
A constant flow discharge device comprising means for closing the scum outflow pipe provided in the water tank when the air communication pipe is submerged and opening it only for a set time when the air communication pipe is opened, based on the result.
JP1993030804U 1993-06-10 1993-06-10 Constant flow discharge device Expired - Lifetime JP2598414Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993030804U JP2598414Y2 (en) 1993-06-10 1993-06-10 Constant flow discharge device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993030804U JP2598414Y2 (en) 1993-06-10 1993-06-10 Constant flow discharge device

Publications (2)

Publication Number Publication Date
JPH07589U JPH07589U (en) 1995-01-06
JP2598414Y2 true JP2598414Y2 (en) 1999-08-09

Family

ID=12313875

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993030804U Expired - Lifetime JP2598414Y2 (en) 1993-06-10 1993-06-10 Constant flow discharge device

Country Status (1)

Country Link
JP (1) JP2598414Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7243571B2 (en) * 2019-10-29 2023-03-22 トヨタ紡織株式会社 Industrial water circulation system

Also Published As

Publication number Publication date
JPH07589U (en) 1995-01-06

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