JPS6341058Y2 - - Google Patents

Info

Publication number
JPS6341058Y2
JPS6341058Y2 JP6960583U JP6960583U JPS6341058Y2 JP S6341058 Y2 JPS6341058 Y2 JP S6341058Y2 JP 6960583 U JP6960583 U JP 6960583U JP 6960583 U JP6960583 U JP 6960583U JP S6341058 Y2 JPS6341058 Y2 JP S6341058Y2
Authority
JP
Japan
Prior art keywords
water
inclined flat
flat plate
treated
present
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
JP6960583U
Other languages
Japanese (ja)
Other versions
JPS59176616U (en
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 filed Critical
Priority to JP6960583U priority Critical patent/JPS59176616U/en
Publication of JPS59176616U publication Critical patent/JPS59176616U/en
Application granted granted Critical
Publication of JPS6341058Y2 publication Critical patent/JPS6341058Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は被処理水の連続過装置に係り、特に
処理性能のすぐれた過装置に関するものであ
る。
[Detailed Description of the Invention] The present invention relates to a continuous filtration device for water to be treated, and particularly to a filtration device with excellent treatment performance.

従来のこの種の装置は、第1図に示す通り、
過塔1の中央部に設けられた、被処理水の受け入
れおよびこれを層2を介して水平方向へ放射状
に送液するための散水部3と、過塔1の周辺部
に設けられた、上記により送液され過された処
理水を受け入れるとともにこれを排出するための
集水部4と、過塔1の下部に達した濁物含有
材を空気とともに移動させて再生するため、上記
散水部3を通つて過塔1の上部へ達するように
垂直に設けられたエアリフト管8とから主に構成
されている。なお、図中、5は散水部3に達する
被処理水の供給管、6は集水部4の処理水を排出
するための排出管、10はエアリフト管8により
移送された濁物含有材を再生するための材洗
浄部、11は上記材洗浄部10で発生する洗浄
排水の排出管であり、また、7Aは散水部3にお
いて垂直方向に沿つて多段に設けられた傾斜平
板、7Bは集水部4において垂直方向に沿つて多
段に設けられた傾斜平板である。
A conventional device of this kind, as shown in Fig. 1,
A water sprinkling section 3 provided in the center of the filter tower 1 for receiving the water to be treated and sending it radially horizontally through the layer 2; A water collection section 4 for receiving and discharging the treated water sent and filtered as described above, and a water sprinkling section for moving the turbidity-containing material that has reached the lower part of the filter tower 1 with air and regenerating it. 3 and an air lift pipe 8 vertically installed to reach the upper part of the tower 1. In addition, in the figure, 5 is a supply pipe of the water to be treated that reaches the water sprinkling section 3, 6 is a discharge pipe for discharging the treated water from the water collection section 4, and 10 is the turbidity-containing material transferred by the air lift pipe 8. A material washing section for recycling, 11 is a discharge pipe for cleaning waste water generated in the material washing section 10, 7A is an inclined flat plate provided in multiple stages along the vertical direction in the water sprinkling section 3, and 7B is a collection pipe. This is an inclined flat plate provided in multiple stages along the vertical direction in the water section 4.

このような構成とすることにより、集水部4で
は、安息角の利用により層形成材(一般に
砂)の保持が好適に行われる上、処理水は傾斜平
板7B間のすきまを通過することとなるので、
材や濁質により目詰りを生ずるといつたトルブル
は一般に少くなる。
With this configuration, in the water collection section 4, the layer forming material (generally sand) is suitably retained by utilizing the angle of repose, and the treated water is prevented from passing through the gap between the inclined flat plates 7B. So,
Trouble generally decreases when clogging occurs due to material or turbidity.

しかしながら、この傾斜平板上に材が滞留す
る場合には、該滞留材は捕促される濁質により
水流抵抗が増加し、遂には傾斜平板間のすきまか
ら流出して安定な運転を不可能にする場合があ
る。
However, when material accumulates on these inclined plates, water flow resistance increases due to the trapped turbidity, and eventually it flows out through the gaps between the inclined plates, making stable operation impossible. There are cases.

これを解消するには、傾斜平板の傾斜角を大き
くし、材の垂直方向移動を容易にすればよい
が、傾斜平板の間隔lは、後記第2図からも明ら
かなように、 l=P・cosθ−t (1) (式中、Pは傾斜平板のピツチ、tはその厚
み、θは傾斜角を示す)で算出されるので、上記
に従い傾斜角を大きくすると傾斜平板の間隔は小
さくなり、これにともなつて該間隔部では処理水
の流速が増大することとなる。
In order to solve this problem, the angle of inclination of the inclined flat plates can be increased to facilitate the vertical movement of the material, but the interval l between the inclined flat plates is as follows, l=P, as is clear from Fig. 2 below.・It is calculated as cosθ−t (1) (where P is the pitch of the inclined flat plate, t is its thickness, and θ is the inclination angle), so if you increase the inclination angle according to the above, the interval between the inclined flat plates will become smaller. As a result, the flow rate of the treated water increases in the interval.

このように処理水の流速が増大すると、濁質を
捕促する以前に上記間隔部を通つて材が流出し
易くなるので、これを防止するためには流速を低
下させる必要があり、過装置の性能低下が避け
られない。
When the flow rate of the treated water increases in this way, the material tends to flow out through the above-mentioned gap before the suspended solids are captured, so in order to prevent this, it is necessary to reduce the flow rate, and the filtration device performance deterioration is unavoidable.

本考案の目的は、前記した従来技術の欠点をな
くし、被処理水の流速にかかわらず処理性能のす
ぐれた被処理水の連続過装置を提供することに
ある。
An object of the present invention is to eliminate the drawbacks of the prior art described above and to provide a continuous filtration device for water to be treated that has excellent treatment performance regardless of the flow rate of the water to be treated.

本考案者等は、集水部での材流出が処理水の
高流速化につれて発生し易くなることを実験によ
り確認し、該流速を低下させながら材の移動を
容易にする手段として傾斜平板を多孔構造とし、
かつその傾斜角を特定の範囲に保つことが有効で
あることを見出した。
The inventors of the present invention confirmed through experiments that material outflow at the water collection area is more likely to occur as the flow rate of treated water increases, and as a means of reducing the flow rate and facilitating the movement of materials, the inventors of the present invention used an inclined flat plate. Porous structure,
We have also found that it is effective to keep the inclination angle within a specific range.

本考案は、上記の知見に基づきなされたもの
で、傾斜平板を垂直方向に沿つて多段に有する集
水部を備えた被処理水の連続過装置において、
上記傾斜平板を多孔構造とするとともに、その傾
斜角を75〜85度としたことを特徴とする。
The present invention was made based on the above knowledge, and is a continuous filtration device for treated water equipped with a water collection section having inclined flat plates in multiple stages along the vertical direction.
The inclined flat plate is characterized by having a porous structure and having an inclination angle of 75 to 85 degrees.

本考案において、傾斜平板に設けられる孔は、
材を通過させない範囲内で可及的大とすること
が望ましく、また、その形状は一般に長方形が好
ましいが他の方形や円形でもよい。それらの孔
は、開孔率が10〜40%の範囲となるように設ける
ことが好ましい。
In the present invention, the holes provided in the inclined flat plate are
It is desirable to make it as large as possible within a range that does not allow the material to pass through, and the shape is generally preferably rectangular, but other rectangular or circular shapes are also acceptable. The pores are preferably provided so that the porosity is in the range of 10 to 40%.

以下、図面に示す実施例により本考案をさらに
詳しく説明する。
Hereinafter, the present invention will be explained in more detail with reference to embodiments shown in the drawings.

第2図は、本考案装置の集水部に適用される多
孔構造傾斜平板の1部を拡大して示すもので、こ
のものは孔間隔dで長方形孔を有する厚みt、長
さL0の多孔構造傾斜平板7B1が、水平方向に対
する傾斜角θ、ピツチP、間隔l、傾斜平板1枚
当りの孔利用有効長Lの下に垂直方向に沿つて多
段に配設された構成となつている。
Figure 2 is an enlarged view of a part of a porous inclined flat plate applied to the water collection part of the device of the present invention, which has rectangular holes with a hole spacing d, a thickness t, and a length L0 . The porous structure inclined flat plates 7B1 are arranged in multiple stages along the vertical direction under the inclination angle θ with respect to the horizontal direction, the pitch P, the interval l, and the effective hole utilization length L per one inclined flat plate. There is.

このような構成とすることにより、材が傾斜
平板7B1上に滞留する不利を解消するためθを
大きくする場合、換言すれば既述(1)式からも明ら
かなようにlが小さくなる場合であつても、傾斜
平板に設けられた多孔を処理液の通路として利用
できるので、処理水量の大幅な向上が可能とな
る。
With such a configuration, when θ is increased to eliminate the disadvantage of material staying on the inclined flat plate 7B 1 , in other words, when l becomes smaller as is clear from equation (1) already stated. Even in this case, the pores provided in the inclined flat plate can be used as passages for the treatment liquid, making it possible to significantly increase the amount of water to be treated.

ちなみに、孔の大きさ=1×12mm、t=4.5mm、
L0=150mm、θ=80゜、P=100mm、開孔率(β)=
22%、材の水中における安息角(α)=35゜とし
て本考案を実施する場合には、lは既述の(1)式か
ら12.9mmとなり、Lは下記(2)式から90mmと算出さ
れる。
By the way, hole size = 1 x 12 mm, t = 4.5 mm,
L 0 = 150mm, θ = 80°, P = 100mm, open area (β) =
22%, and the angle of repose (α) of the material in water is 35°, when carrying out the present invention, l is calculated as 12.9 mm from the above equation (1), and L is calculated as 90 mm from the following equation (2). be done.

L=P・cosα/(sinα・cosθ +cosα・sinθ) ……(2) ところで、水流方向における傾斜平板の流入側
と同流出側での処理水の流速比は下記(3)式により
求められることが知られているので、これに上記
のl=12.9mmおよびL=90mmを代入すると、上記
流速比は0.327となる。
L=P・cosα/(sinα・cosθ +cosα・sinθ) ...(2) By the way, the flow velocity ratio of the treated water on the inflow side and the outflow side of the inclined flat plate in the water flow direction can be obtained from the following equation (3). is known, and by substituting the above l=12.9 mm and L=90 mm into this, the above flow velocity ratio becomes 0.327.

流速比=(l+β・L)/P ……(3) これに対し、孔を設けない傾斜平板を用いる場
合の流速比は0.129であり、前者は後者の約2.5倍
であることが知られる。
Flow velocity ratio=(l+β·L)/P (3) On the other hand, the flow velocity ratio when using an inclined flat plate without holes is 0.129, and it is known that the former is about 2.5 times the latter.

このことは、本考案に従い多孔構造の傾斜平板
を用いると、処理水が該傾斜平板相互間の空隙お
よび傾斜平板に設けられた孔の相方を通つて流れ
ることとなるため、限界流速が孔を設けない傾斜
平板を用いる場合に対し約2.5倍となることを意
味しており、これにより処理性能が大幅に向上す
ることとなる。
This means that when tilted flat plates with a porous structure are used according to the present invention, the treated water flows through the gaps between the tilted flat plates and through the holes provided in the tilted flat plates, so the critical flow velocity is This means that the processing performance will be approximately 2.5 times that of the case where an inclined flat plate without such a plate is used, and the processing performance will be significantly improved.

以上は本考案の典型的な実施例について述べた
ものであるが、本考案は勿論これに限定されるも
のではなく、本考案の範囲内で他に種々の変形や
応用例が存在することはいうまでもない。例え
ば、孔は傾斜平板の全面に設ける必要はなく、
材との接触面のみに設けることもでき同様な効果
が達成される。
Although the above has described typical embodiments of the present invention, the present invention is of course not limited to this, and there may be various other modifications and applications within the scope of the present invention. Needless to say. For example, holes do not need to be provided on the entire surface of an inclined flat plate;
It can also be provided only on the contact surface with the material, and the same effect can be achieved.

以上、本考案によれば、集水部に設けられる傾
斜平板を多孔構造とするとともに、その傾斜角を
75〜85度としたことにより、材の垂直下方方向
への移動を容易にするとともに、処理水の限界流
速を改善し、これにより被処理水に対する処理性
能を大幅に向上させることができる。
As described above, according to the present invention, the inclined flat plate provided in the water collection part has a porous structure, and the inclination angle is
By setting the angle to 75 to 85 degrees, it becomes easier to move the material vertically downward, and the critical flow velocity of the treated water is improved, thereby making it possible to significantly improve the treatment performance for the water to be treated.

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

第1図は、従来の被処理水の連続過装置を示
す縦断面図、第2図は、第1図に示す装置の集水
部に適用可能な本考案実施例に係る多孔傾斜平板
部の部分縦断面図である。 2……層、3……散水部、4……集水部、7
B……傾斜平板、7B1……多孔構造傾斜平板、
8……エアリフト管。
FIG. 1 is a vertical cross-sectional view showing a conventional continuous filtration device for water to be treated, and FIG. 2 is a vertical cross-sectional view of a perforated inclined flat plate portion according to an embodiment of the present invention that can be applied to the water collection section of the device shown in FIG. FIG. 2... layer, 3... water sprinkling part, 4... water collection part, 7
B... Inclined flat plate, 7B 1 ... Porous structure inclined flat plate,
8...Air lift tube.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 傾斜平板を垂直方向に沿つて多段に有する集水
部を備えた被処理水の連続過装置において上記
傾斜平板を多孔構造とするとともに、その傾斜角
を75〜85度としたことを特徴とする被処理水の連
続過装置。
A continuous filtration device for treated water equipped with a water collecting section having multiple inclined flat plates in the vertical direction, characterized in that the inclined flat plates have a porous structure and the inclination angle is 75 to 85 degrees. Continuous filtration equipment for treated water.
JP6960583U 1983-05-10 1983-05-10 Continuous filtration equipment for treated water Granted JPS59176616U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6960583U JPS59176616U (en) 1983-05-10 1983-05-10 Continuous filtration equipment for treated water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6960583U JPS59176616U (en) 1983-05-10 1983-05-10 Continuous filtration equipment for treated water

Publications (2)

Publication Number Publication Date
JPS59176616U JPS59176616U (en) 1984-11-26
JPS6341058Y2 true JPS6341058Y2 (en) 1988-10-27

Family

ID=30199757

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6960583U Granted JPS59176616U (en) 1983-05-10 1983-05-10 Continuous filtration equipment for treated water

Country Status (1)

Country Link
JP (1) JPS59176616U (en)

Also Published As

Publication number Publication date
JPS59176616U (en) 1984-11-26

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