JP6765041B2 - How to maintain the treatment environment in the outdoor sedimentation basin - Google Patents

How to maintain the treatment environment in the outdoor sedimentation basin Download PDF

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JP6765041B2
JP6765041B2 JP2016173551A JP2016173551A JP6765041B2 JP 6765041 B2 JP6765041 B2 JP 6765041B2 JP 2016173551 A JP2016173551 A JP 2016173551A JP 2016173551 A JP2016173551 A JP 2016173551A JP 6765041 B2 JP6765041 B2 JP 6765041B2
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波多野 倫
倫 波多野
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Description

本発明は、汚濁水を清澄処理するための屋外型沈澱池における処理環境の保持方法に関する。 The present invention relates to a method for maintaining a treatment environment in an outdoor sedimentation basin for clarification treatment of polluted water.

従来、汚濁物質を含有する汚濁水を清澄処理するための代表的な沈澱池としては、例えば、横流式普通沈澱池、横流式薬品沈澱池、放射流式普通沈澱池、放射流式薬品沈澱池、高速凝集沈澱池等が知られている。これらの沈澱池は、一般的に屋外に設置するのが常である。
このように屋外に沈澱池を設置すると、気候、気象条件によって設計時の処理条件を保持することができず、結果的に所望する汚濁水の清澄化を行うことができなかった。すなわち、一般的に沈澱池の流れの主体は、水面近くに流れが集中するので、部分的に整流壁で流れを早くして水深下の通水断面を広げることが必要であった。そのため整流設備を設けて、沈澱池内の偏流を少なくして除去率を高めることが行われている。しかしながら実際の沈澱池では、池内の水流は、水流自体の乱れや気候、気象条件の影響で、理想的な状態とはほど遠い乱れた水流状態を呈してしまうことがあった。例えば風速5m/S以上になると水深0.5m迄水の擾乱が生起し、また沈澱池内の処理水の表層面と水底との温度差が1℃生ずることによって流速が10倍速くなり、充分な清澄化処理が行えなくなるのである。
Conventionally, typical sedimentation basins for clarifying polluted water containing pollutants include, for example, a cross-flow type ordinary sedimentation basin, a cross-flow type chemical sedimentation basin, a radial flow type ordinary sedimentation basin, and a radioactive flow type chemical sedimentation basin. , High-speed coagulation sedimentation basin, etc. are known. These sedimentation basins are generally installed outdoors.
When the sedimentation basin was installed outdoors in this way, the treatment conditions at the time of design could not be maintained due to the climate and meteorological conditions, and as a result, the desired clarification of polluted water could not be performed. That is, in general, the main flow of the sedimentation basin is concentrated near the water surface, so it was necessary to partially accelerate the flow with a rectifying wall to widen the cross section of the water flow under the water depth. Therefore, a rectifying facility is provided to reduce the drift in the sedimentation pond and increase the removal rate. However, in an actual sedimentation basin, the water flow in the pond may be turbulent, which is far from the ideal state, due to the turbulence of the water flow itself, the climate, and the weather conditions. For example, when the wind speed is 5 m / S or more, water disturbance occurs up to a depth of 0.5 m, and the temperature difference between the surface layer surface and the bottom of the treated water in the settling pond is 1 ° C., which makes the flow velocity 10 times faster, which is sufficient. The clarification process cannot be performed.

そこで近年では、特に気象条件の変化に対応できる沈澱池として、沈澱池の天井部を覆う沈澱池が提案されている(特許文献1)。
しかしながら沈澱池の天井部を覆うためには莫大な費用がかかり、かつ内部に設けた設備等の交換ができない欠点があった。
Therefore, in recent years, a settling basin that covers the ceiling of the settling basin has been proposed as a settling basin that can respond to changes in weather conditions (Patent Document 1).
However, there is a drawback that it costs a huge amount of money to cover the ceiling of the sedimentation basin and the equipment provided inside cannot be replaced.

特開2013−146685号公報Japanese Unexamined Patent Publication No. 2013-146685

そこで本発明者は、特に気象条件の変化によっても処理環境を保持し、ある一定の清澄化の処理条件を満たす方法について種々研究を重ねた結果簡単な装備をすることによって、満足する結果を得ることができた。 Therefore, the present inventor obtains satisfactory results by maintaining the processing environment even when the weather conditions change, and by conducting various studies on a method that satisfies a certain clarification processing condition, and by providing simple equipment. I was able to.

すなわち、本発明は、屋外型沈澱池の水面上に、該水面から前記屋外型沈澱池の側壁の上縁部までの高さの任意の位置に、少なくとも1枚のメッシュ状膜を展張することを特徴とする屋外型沈澱池の処理環境を保持する方法である。 That is, in the present invention, at least one mesh-like film is spread on the water surface of the outdoor settling basin at an arbitrary position at a height from the water surface to the upper edge of the side wall of the outdoor settling basin. It is a method of maintaining the treatment environment of the outdoor type sedimentation basin.

本発明方法は、屋外型沈澱池の水面の上部に少なくとも1枚のメッシュ状膜を展張することによって、該メッシュ状膜によって境界層を設けることができ、それによって風による沈澱池内の処理水の擾乱を防止すると共に日光による水温上昇、また冬期における放射熱、積雪による水温の低下を防止し、安定した処理条件によって原水の処理をすることができる。またメッシュ状膜の設置も簡単に行えるので費用を大幅に節減することができると共に沈澱槽内のメンテナンスも容易に行うことができる。 In the method of the present invention, a boundary layer can be provided by the mesh-like membrane by spreading at least one mesh-like membrane on the water surface of the outdoor sedimentation basin, whereby the treated water in the sedimentation basin by wind can be provided. It is possible to prevent disturbance, prevent the water temperature from rising due to sunlight, and prevent the water temperature from dropping due to radiant heat and snowfall in winter, and the raw water can be treated under stable treatment conditions. In addition, since the mesh-like membrane can be easily installed, the cost can be significantly reduced and the maintenance inside the settling tank can be easily performed.

従来の横流沈澱池の側断面図である。It is a side sectional view of the conventional cross flow sedimentation basin. 図1の横流沈澱池の平面図である。It is a top view of the cross flow sedimentation pond of FIG. 水流傾斜膜の正面図である。It is a front view of the water flow gradient film. 図3の水流傾斜膜の側面図である。It is a side view of the water flow gradient film of FIG. 本発明のメッシュ状膜の斜視図である。It is a perspective view of the mesh-like film of this invention. 本発明のメッシュ状膜を展張した横流沈澱池の側断面図である。It is a side sectional view of the cross-flow sedimentation basin in which the mesh-like film of the present invention is spread. 本発明のメッシュ状膜を展張した放射流式普通沈澱池の側断面図である。It is a side sectional view of the radiant flow type ordinary sedimentation basin in which the mesh-like film of the present invention is spread. 本発明のメッシュ状膜を展張した放射流式普通沈澱池の平面図である。It is a top view of the radiant flow type ordinary sedimentation pond in which the mesh-like film of this invention was spread.

本発明の屋外型沈澱池の代表的なものとしては図1に示すような横流沈澱池が知られている。この横流沈澱池の構造は、混和槽1、フロック形成槽2、孔3を設けた整流壁4、沈澱槽5、取水トラフ6、処理水排出管7、排泥渠8から構成されている。 A cross-flow sedimentation basin as shown in FIG. 1 is known as a typical outdoor sedimentation basin of the present invention. The structure of this cross-flow sedimentation basin is composed of a mixing tank 1, a floc forming tank 2, a rectifying wall 4 provided with a hole 3, a sedimentation tank 5, an intake trough 6, a treated water discharge pipe 7, and a mud drain 8.

次に図1に示す横流沈澱池により、汚濁物質を含有する原水を処理する場合について説明する。
汚濁物質を含有する原水は、凝集剤が添加された後、混和槽1において急速撹拌され、次にフロック形成槽2において緩速撹拌された後、孔3を有する整流壁4を経て沈澱槽5を通過する。その際フロック化された汚濁物質は分離除去され、底部の排泥渠8に集泥される。集泥渠8に集泥されたフロック化された汚濁物質は、スラッジ集水管から排泥される。沈澱槽5を通過した処理水は、集水トラフ6を介して処理水排出管7から沈澱池外に排出される。
Next, a case where raw water containing a pollutant is treated by the cross-flow sedimentation basin shown in FIG. 1 will be described.
The raw water containing the pollutant is rapidly stirred in the mixing tank 1 after the coagulant is added, then slowly stirred in the floc forming tank 2, and then passed through the rectifying wall 4 having the holes 3 and settled in the settling tank 5. Pass through. At that time, the flocked pollutants are separated and removed, and the mud is collected in the mud drain 8 at the bottom. The flocked pollutants collected in the mud collecting culvert 8 are discharged from the sludge collecting pipe. The treated water that has passed through the settling tank 5 is discharged from the treated water discharge pipe 7 to the outside of the settling basin via the catchment trough 6.

また前期沈澱槽5には、フロック化された汚濁物質の沈降効果を高めるために例えば図2に示すような水流傾斜膜10を展張することが好ましい。図3および図4に示すように水流傾斜膜10はシート状膜11の上部にフロート12を設け、このフロート12をシャックル等を用いて連結することによって構成することができる。その際に隣接するシート状膜11との間に間隔部13を設けることが必要である。この間隔部13は、水流の速度にもよるが、一般的には5〜20cmの間隔を設けることが好ましい。 Further, it is preferable to extend a water flow gradient film 10 as shown in FIG. 2, for example, in order to enhance the sedimentation effect of the flocculated pollutant in the early sedimentation tank 5. As shown in FIGS. 3 and 4, the water flow gradient film 10 can be configured by providing a float 12 on the upper part of the sheet-like film 11 and connecting the float 12 with a shackle or the like. At that time, it is necessary to provide an interval portion 13 between the sheet-like film 11 and the adjacent sheet-like film 11. Although the spacing portion 13 depends on the speed of the water flow, it is generally preferable to provide a spacing of 5 to 20 cm.

本発明方法は、前記のような沈澱池の水面を覆うようにメッシュ状膜を展張するものである。図5に示すように本発明方法に使用するメッシュ状膜14としては、例えば結節網、無結節網、成型網、寒冷紗等が挙げられる。これらのメッシュ状膜14は可変形性でも、プラスチック製薄板状の不変形性のもでも使用できる。メッシュ状膜14の一つの目の大きさは1mm〜100cmであることが好ましい。 In the method of the present invention, a mesh-like film is stretched so as to cover the water surface of the sedimentation basin as described above. As shown in FIG. 5, examples of the mesh-like film 14 used in the method of the present invention include a knotted net, a knotless net, a molded net, and a cheesecloth. These mesh-like films 14 can be either variable or non-deformable in the form of thin plastic plates. The size of one eye of the mesh-like film 14 is preferably 1 mm 2 to 100 cm 2 .

メッシュ状膜14は少なくとも沈澱池の沈澱槽5の水面上部全体あるいは部分的に展張する。具体的な展張位置としては水面から沈澱槽5の側壁の上縁部との間の任意の位置(高さ)に展張することが好ましい。また複数枚を重ねたり、あるいは複数枚重ねるに当りメッシュ状膜14の上下のメッシュ状膜14の間に間隔を置いて設けることもできる。このようにメッシュ状膜14を複数枚重ねて使用することによって効果はさらに向上する。 The mesh-like film 14 extends at least the entire upper part of the water surface of the settling tank 5 of the settling basin or a part of it. As a specific extension position, it is preferable to extend the extension from the water surface to an arbitrary position (height) between the upper edge of the side wall of the settling tank 5. Further, a plurality of sheets may be stacked, or when the plurality of sheets are stacked, they may be provided at intervals between the upper and lower mesh-like films 14 of the mesh-like film 14. The effect is further improved by using a plurality of mesh-like films 14 in layers in this way.

沈澱槽5中にメッシュ状膜14を展張する方法としては、図6に示すような水流傾斜膜10を使用した場合は、そのフロート12を利用して、該フロート12上に適宜の手段によってメッシュ状膜14を固定することによって展張することができる。また展張されたメッシュ状膜14は必ずしも全体が水面上にある必要はなく、場合によっては一部が水表面あるいは水中に浸る状態であっても差し支えない。 As a method of spreading the mesh-like film 14 in the settling tank 5, when the water flow gradient film 10 as shown in FIG. 6 is used, the float 12 is used and the mesh is meshed on the float 12 by an appropriate means. It can be expanded by fixing the membrane 14. Further, the stretched mesh-like film 14 does not necessarily have to be entirely on the water surface, and in some cases, a part of the stretched mesh-like film 14 may be immersed in the water surface or water.

また、本発明方法に使用するメッシュ状膜14は、沈澱槽5の他、混合槽1、フロック形成槽2にも展張することによってさらに効果は向上する。 Further, the effect of the mesh-like film 14 used in the method of the present invention is further improved by spreading it in the mixing tank 1 and the floc forming tank 2 in addition to the precipitation tank 5.

沈澱槽5中にメッシュ状膜14を展張する他の方法としては、図7に示すような放射流式普通沈澱池の場合は、外周にメッシュ状膜14を固定することによって展張することができる。また展張されたメッシュ状膜14は必ずしも沈澱池の全体に展張することなく、図8に示すような外周側に満遍無く複数枚のメッシュ状膜14を固定することによって展張することができる。 As another method of spreading the mesh-like film 14 in the settling tank 5, in the case of a radiant flow type ordinary settling basin as shown in FIG. 7, it can be spread by fixing the mesh-like film 14 on the outer circumference. .. Further, the stretched mesh-like film 14 does not necessarily spread over the entire sedimentation basin, but can be spread by fixing a plurality of mesh-like films 14 evenly on the outer peripheral side as shown in FIG.

本発明方法は、汚濁物質を含有する汚濁水を清澄処理するための沈澱池の他に、たとえば水酸化カルシウムや水酸化マグネシウム等の生産工程に使用する沈澱池にも使用する事が出来る。 The method of the present invention can be used not only in a settling basin for clarifying polluted water containing a pollutant substance, but also in a settling basin used in a production process of, for example, calcium hydroxide or magnesium hydroxide.

次に本発明方法を実施例1を掲げて説明するが、本発明は以下の実施例のみに限定されるものではない。
実施例
図6に示した縦30mおよび横10mの横流沈澱池の沈澱槽5に設けられた水流傾斜膜10のフロート12上にメッシュ状膜14を展張し固定した。
この横流沈澱池を用い冬期(気温0℃、水温26℃、風速5m/S)に原水(濁度39000mg/L、水量240m/hr)を処理したところ、処理水排出管7から採取した処理水の濁度は60mg/Lであった。
一方比較のためにメッシュ状膜14を用いなかった以外前記実施例とほぼ同一条件で原水を処理したところ処理水排出管7から採取した処理水は、濁度350mg/Lであった。
Next, the method of the present invention will be described with reference to Example 1, but the present invention is not limited to the following examples.
Example 6 A mesh-like film 14 was stretched and fixed on a float 12 of a water flow gradient film 10 provided in a settling tank 5 of a transverse settling basin having a length of 30 m and a width of 10 m shown in FIG.
When raw water (turbidity 39000 mg / L, water volume 240 m 3 / hr) was treated in winter (air temperature 0 ° C, water temperature 26 ° C, wind speed 5 m / S) using this cross-flow sedimentation basin, it was collected from the treated water discharge pipe 7. The turbidity of the water was 60 mg / L.
On the other hand, when the raw water was treated under almost the same conditions as in the above-mentioned example except that the mesh-like membrane 14 was not used for comparison, the treated water collected from the treated water discharge pipe 7 had a turbidity of 350 mg / L.

5・・・沈澱槽
14・・・メッシュ状膜

5 ... Precipitation tank 14 ... Mesh-like film

Claims (1)

屋外型沈澱池の水面上に、該水面から前記屋外型沈澱池の側壁の上縁部までの高さの任意の位置に、少なくとも1枚のメッシュ状膜を展張し、境界層を設けることを特徴とする屋外型沈澱池の処理環境を保持する方法。
At least one mesh-like film is spread on the water surface of the outdoor settling basin at an arbitrary position at a height from the water surface to the upper edge of the side wall of the outdoor settling basin to provide a boundary layer. A method of maintaining the treatment environment of the characteristic outdoor settling basin.
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