JPH07100467A - Method for removing grit in grit chamber and apparatus for it - Google Patents
Method for removing grit in grit chamber and apparatus for itInfo
- Publication number
- JPH07100467A JPH07100467A JP5246505A JP24650593A JPH07100467A JP H07100467 A JPH07100467 A JP H07100467A JP 5246505 A JP5246505 A JP 5246505A JP 24650593 A JP24650593 A JP 24650593A JP H07100467 A JPH07100467 A JP H07100467A
- Authority
- JP
- Japan
- Prior art keywords
- sand
- water
- pump
- basin
- grit
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 8
- 239000004576 sand Substances 0.000 claims abstract description 150
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 105
- 239000000203 mixture Substances 0.000 claims abstract description 7
- 239000013049 sediment Substances 0.000 claims description 18
- 238000005086 pumping Methods 0.000 claims description 4
- 238000010992 reflux Methods 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 2
- 238000001914 filtration Methods 0.000 abstract description 5
- 238000004062 sedimentation Methods 0.000 description 16
- 238000007599 discharging Methods 0.000 description 5
- 239000010865 sewage Substances 0.000 description 5
- 239000008235 industrial water Substances 0.000 description 3
- 238000011282 treatment Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000011328 necessary treatment Methods 0.000 description 2
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 1
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、下水処理施設の沈砂
池において設置され,揚砂ポンプを有する除砂装置を用
いた除砂方法およびその装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sand removing method using a sand removing device having a sand pump installed in a sand basin of a sewage treatment facility, and a device therefor.
【0002】[0002]
【従来の技術】沈砂池の底部に沈澱した土砂を沈砂池外
に排出するのに、従来から、揚砂ポンプで水とともに土
砂をくみ出すものがある。2. Description of the Related Art In order to discharge the sediment deposited at the bottom of a sedimentation basin to the outside of the sedimentation basin, conventionally, there is a pump that pumps the sediment along with water by a sand pump.
【0003】一般に、揚砂ポンプは土砂よりも水をくみ
出しやすいので、堆積した土砂を円滑にくみ出すには、
水不足とならないように沈砂池内に水を補給しながら行
うことが好ましい。[0003] Generally, since the pumping sand pump pumps water more easily than the sand, it is necessary to pump the accumulated sand smoothly.
It is preferable to supply water to the sand basin so as not to run out of water.
【0004】とくに、揚砂ポンプが高圧水の供給によっ
て生じるサイホン効果を利用する,いわゆるジェットポ
ンプの場合には、くみ出し量の3〜4倍の駆動用高圧水
を必要とする。Particularly, in the case of a so-called jet pump in which the sand pump utilizes the siphon effect produced by the supply of high-pressure water, high-pressure water for driving which is 3 to 4 times the pumping amount is required.
【0005】また、沈砂池の底部に広く沈澱した土砂を
排出する場合、土砂を集砂ピットに集めて排出を行なう
ことが一般的であり、給水ノズルからの水でその集砂を
行なうものもある。In addition, when discharging the sediment that has widely settled at the bottom of the sedimentation basin, it is common to collect the sediment in a sand collecting pit and discharge it, and some of which collect water with water from a water supply nozzle. is there.
【0006】このように、沈砂池の底部に沈澱した土砂
を揚砂ポンプでくみ出す場合には、ある程度の量の水を
使用することが必要である。[0006] As described above, when the sediment deposited at the bottom of the sand basin is pumped out by the lift pump, it is necessary to use a certain amount of water.
【0007】[0007]
【発明が解決しようとする課題】ところで、このような
水として工業用水等を用いると、その経費が増大するの
で沈砂池やポンプ井内の水を使用することも考えられ
る。If industrial water or the like is used as such water, the cost will increase, so it is conceivable to use water from a sand basin or pump well.
【0008】しかし、土砂を含んだ沈砂池等の水を使用
するには、これに付随してその水をろ過して土砂を除去
して清浄な水にすることが必要となる。[0008] However, in order to use the water of a sand basin or the like containing the earth and sand, it is necessary to filter the water and remove the earth and sand to obtain clean water.
【0009】また、この水のろ過に伴ってろ過装置に土
砂が残留するのでその土砂の処理等が必要となり、その
ために必要な付随作業や装置が煩雑なものとなる。Further, as the sand is left in the filtering device with the filtration of this water, it is necessary to treat the sand and the like, and the accompanying work and the device necessary for that are complicated.
【0010】この発明は、このような事情に基づいてな
されたもので、沈砂池の底部に沈澱した土砂を揚砂ポン
プで水とともにくみ出すものにおいて、沈砂池等の水を
ろ過して除砂装置に使用するうえで必要となる付随作業
や装置を簡便にすることを目的とする。The present invention has been made under such circumstances, and in the case where the sediment deposited at the bottom of a sand basin is pumped out together with water by a sand pump, the water in the sand basin or the like is filtered to remove sand. It is intended to simplify the accompanying work and the device necessary for using the device.
【0011】[0011]
【課題を解決するための手段】この目的を達成するため
に、請求項1記載の発明は、沈砂池の底部に臨ませた揚
砂ポンプを有する除砂装置を用いた沈砂池の除砂方法に
おいて、前記揚砂ポンプでくみ出した土砂と水との混合
物を土砂と水とに分離し、その分離された水を除砂装置
に供給して再使用する沈砂池の除砂方法である。In order to achieve this object, the invention according to claim 1 uses a sand removing device having a sand lifting pump facing the bottom of the sand basin to remove sand from the sand basin. 2. In the method of sand removal in a sand basin, the mixture of earth and sand pumped out by the sand pump is separated into sand and water, and the separated water is supplied to a sand removing device for reuse.
【0012】[0012]
【作用】請求項1記載の沈砂池の除砂方法によれば、揚
砂ポンプでくみ出された土砂等の混合物は、本来その搬
出処理等のために水分を除去することが必要であり、そ
の本来必要な処理に伴い除去される水は逆に土砂等の異
物の除去されたものであるので、この水は含有されてい
る異物が少ない状態である。According to the method for removing sand from a sand basin according to claim 1, it is necessary to remove the water content of the mixture of earth and sand, etc. pumped out by the sand pump for the purpose of carrying it out. On the contrary, the water removed by the originally necessary treatment is the foreign matter such as earth and sand removed, so that the water contains a small amount of foreign matter.
【0013】したがって、このように分離された水から
使用水を得るための異物分離の負担が少なく、その水を
除砂装置で使用可能とするうえで必要となる付随作業や
装置が比較的簡便となる。Therefore, the burden of separating foreign matters for obtaining the used water from the water separated in this way is small, and the accompanying work and apparatus required for making the water usable in the sand remover are relatively simple. Becomes
【0014】[0014]
【実施例】以下、図面によりこの発明の実施例を説明す
る。Embodiments of the present invention will be described below with reference to the drawings.
【0015】この実施例は、終末処理場内のポンプ場に
おける雨水沈砂池に適用したものであり、雨水沈砂池2
は流入渠3の下流側にゲート4を介して接続され、この
雨水沈砂池2の下流側には雨水ポンプ5を備えたポンプ
井6が接続されている。This embodiment is applied to a rainwater sedimentation basin at a pumping station in a terminal treatment plant.
Is connected to the downstream side of the inflow port 3 via a gate 4, and to the downstream side of the rainwater sedimentation basin 2 is connected a pump well 6 having a rainwater pump 5.
【0016】雨水沈砂池2は、雨水を主とした下水の流
速をおとすことによってその下水中の土砂を沈澱除去す
るものである。The rainwater sedimentation basin 2 is for removing sediment in the sewage by controlling the flow velocity of the sewage, which is mainly rainwater.
【0017】ポンプ井6は、雨水沈砂池2で土砂を分離
した雨水等の下水を、雨水ポンプ5により放流渠にくみ
出して排水するものである。The pump well 6 is for draining sewage such as rainwater from which sediment has been separated in the rainwater sedimentation basin 2 into the discharge conduit by the rainwater pump 5.
【0018】そして、前記ゲート4と雨水沈砂池2との
間には前ろ格機7が、また雨水沈砂池2とポンプ井6と
の間には後ろ格機8が配置されている。A front grader 7 is arranged between the gate 4 and the rainwater sand basin 2, and a rear grader 8 is arranged between the rainwater sand pit 2 and the pump well 6.
【0019】この雨水沈砂池2の底部中央部には集砂ピ
ット11が形成され、この集砂ピット11内には揚砂ポ
ンプ12が設置されている。A sand collecting pit 11 is formed at the center of the bottom of the rainwater sedimentation basin 2, and a sand pump 12 is installed in the sand collecting pit 11.
【0020】集砂ピット11には、この雨水沈砂池2内
で雨水から分離され底部の全体にわたって沈澱堆積され
た土砂を集め、ここからその土砂を雨水沈砂池2の外部
に排出するためのものである。The sand collecting pit 11 is for collecting sediments separated from rainwater in the rainwater sedimentation basin 2 and settled and deposited all over the bottom, and discharging the sediments to the outside of the rainwater sedimentation basin 2. Is.
【0021】そのため、集砂ピット11は雨水沈砂池2
の底部において最深部となり、底部の全体的形状は前記
集砂ピット11に向けて周囲の底部が深くなるように階
段状に形成されている。Therefore, the sand collecting pit 11 is located in the rainwater settling basin 2.
Is the deepest part at the bottom, and the overall shape of the bottom is stepwise so that the surrounding bottom becomes deeper toward the sand collecting pit 11.
【0022】また、この実施例において、前記集砂ピッ
ト11に設置される揚砂ポンプ12は、高圧の駆動水を
供給することによって負圧を生じさせ、この負圧により
土砂混じりの水を吸引する,いわゆるジェットポンプで
あって、その構造は例えば図2に示すものである。な
お、揚砂ポンプ12の構造および動作については後から
説明する。Further, in this embodiment, the sand lifting pump 12 installed in the sand collecting pit 11 generates a negative pressure by supplying high-pressure driving water, and this negative pressure sucks water mixed with earth and sand. A so-called jet pump having the structure shown in FIG. 2, for example. The structure and operation of the sand pump 12 will be described later.
【0023】そして、雨水沈砂池2の底部には、多数の
給水ノズル13が概ね前記集砂ピット11の方向に指向
して設置されており、これらの給水ノズル13は後述の
集砂装置を構成するものである。A large number of water supply nozzles 13 are installed at the bottom of the rainwater sedimentation basin 2 so as to be oriented substantially in the direction of the sand collecting pit 11, and these water supply nozzles 13 constitute a sand collecting device described later. To do.
【0024】次に、このように構成された雨水沈砂池2
における底部に沈澱堆積した土砂を雨水沈砂池2外に排
出するための除砂装置15について説明する。Next, the rainwater sand basin 2 constructed as described above
The sand removing device 15 for discharging the sediment deposited on the bottom of the rainwater to the outside of the rainwater sedimentation basin 2 will be described.
【0025】この実施例の除砂装置15は、雨水沈砂池
2の底部に広く沈澱堆積した土砂を前記集砂ピット11
に集めるための集砂装置16と、集砂ピット11に集め
られた土砂を搬出移送する揚砂装置としての揚砂ポンプ
12からなるものである。The sand removing device 15 of this embodiment is provided with the sand collecting pit 11 for collecting the sediment deposited widely on the bottom of the rainwater sedimentation basin 2.
It comprises a sand collecting device 16 for collecting sand and a sand pump 12 as a sand discharging device for carrying out and transferring the sand collected in the sand collecting pit 11.
【0026】そして、この実施例においては、集砂装置
16および揚砂装置としての揚砂ポンプ12はいずれも
加圧水で動作するものであるため、両者に共通に単一の
給水回路21が次のように構成されている。In this embodiment, since both the sand collecting device 16 and the sand pump 12 as the sand discharging device operate with pressurized water, a single water supply circuit 21 is common to both of them. Is configured.
【0027】給水回路21において、22は給水タンク
を示し、この給水タンク22には工業用水23が供給さ
れるとともに、フィルタ装置24を経由した水が給水で
きるようになっている。In the water supply circuit 21, reference numeral 22 denotes a water supply tank. The water supply tank 22 is supplied with industrial water 23 and can be supplied with water via a filter device 24.
【0028】そして、この給水タンク22内の水は、圧
送ポンプ25で加圧されて高圧水の状態で給水ノズル1
3や揚砂ポンプ12に供給されるようになっている。Then, the water in the water supply tank 22 is pressurized by the pressure pump 25 and is supplied to the water supply nozzle 1 in the state of high pressure water.
3 and the sand pump 12 are supplied.
【0029】給水ノズル13に供給された高圧水は、各
給水ノズル13から高圧で噴出し、雨水沈砂池2の底部
に沈澱堆積した土砂を集砂ピット11側に移動させ、集
砂を行なう。The high-pressure water supplied to the water supply nozzles 13 is ejected at high pressure from each water supply nozzle 13, and the sediment deposited on the bottom of the rainwater sedimentation basin 2 is moved to the sand collection pit 11 side to collect sand.
【0030】かかる給水ノズル13から吐出される水
は、前記のように集砂を行なうものであるが、同時に雨
水沈砂池2内に水を補充し、揚砂ポンプ12でくみ出さ
れる土砂等の含水率を高めその流動性を改善する意義を
も有する。The water discharged from the water supply nozzle 13 collects sand as described above, but at the same time, the rainwater sedimentation basin 2 is replenished with water and the sediment pumped by the sand pump 12 is used. It also has the significance of increasing the water content and improving its fluidity.
【0031】揚砂ポンプ12に対して供給される高圧水
は、揚砂ポンプ12の駆動水として作用するものであ
る。The high-pressure water supplied to the sand pump 12 acts as driving water for the sand pump 12.
【0032】すなわち、揚砂ポンプ12は図2に示すよ
うに、吸込管26の上部27内に前記高圧水Hを噴出さ
せることによって負圧を発生させるものである。That is, as shown in FIG. 2, the sand lifting pump 12 is for generating a negative pressure by ejecting the high-pressure water H into the upper portion 27 of the suction pipe 26.
【0033】この結果、その負圧によって吸込管26の
下端部から土砂の混じった水Sを吸引することができ
る。なお、図中に矢印Aで示すように、負圧を発生する
前記上部27に空気を供給することにより、ここでのキ
ャビテーションの発生を防止することができる。As a result, due to the negative pressure, the water S mixed with earth and sand can be sucked from the lower end of the suction pipe 26. As shown by an arrow A in the figure, by supplying air to the upper portion 27 that generates a negative pressure, it is possible to prevent cavitation from occurring here.
【0034】前記のようにして吸込管26の下端部から
吸引された土砂等は吸込管26の上部27内で高圧水H
と混合して吐出管28に移送される。The earth and sand sucked from the lower end portion of the suction pipe 26 as described above has the high pressure water H in the upper portion 27 of the suction pipe 26.
It is mixed with and transferred to the discharge pipe 28.
【0035】このように揚砂ポンプ12が,いわゆるジ
ェットポンプ型の揚砂ポンプの場合には、通常、駆動用
の高圧水としてくみ出し量の3〜4倍の高圧水を必要と
するので、くみ出された土砂等の含水率が大幅に増加す
ることにより吐出管28を円滑に移送される。As described above, when the sand lifting pump 12 is a so-called jet pump-type sand lifting pump, it usually requires 3 to 4 times as much high pressure water as the high pressure water for driving. The discharge pipe 28 is smoothly transferred due to a large increase in the water content of the discharged soil and the like.
【0036】このようにしてくみ出された土砂等は、揚
砂ポンプ12の吐出管28を経て沈砂分離機31に移送
される。The earth and sand thus drawn out is transferred to the sand settler 31 via the discharge pipe 28 of the sand pump 12.
【0037】この沈砂分離機31は、前記吐出管28で
移送されてきた土砂と水との混合物を、内部のろ過装置
31aによって土砂と水とに分離するもので、この発明
でいう土砂分離装置に相当するものである。The sand settler 31 separates the mixture of earth and sand transferred by the discharge pipe 28 into earth and sand and water by the internal filtration device 31a. Is equivalent to.
【0038】この沈砂分離機31で分離された土砂は、
コンベヤ装置31bで沈砂ホッパ32に移送され、ポン
プ場外への搬出を待つ。The earth and sand separated by the sand settler 31 are
It is transferred to the sand hopper 32 by the conveyor device 31b, and waits for delivery to the outside of the pump station.
【0039】他方、前記沈砂分離機31で分離された水
は、前記のように土砂分が除去されているので、比較的
清浄な水である。さらに、この実施例においてはジェッ
トポンプ型の揚砂ポンプを用い、その駆動用の高圧水が
混入しているので、水量が多く、ポンプ井6等の水と較
べて水質が一層良好である。On the other hand, the water separated by the sand settling separator 31 is relatively clean water because the sediment content is removed as described above. Further, in this embodiment, since a jet pump type sand pump is used and high-pressure water for driving the jet pump type sand is mixed therein, the amount of water is large and the water quality is better than the water in the pump well 6 and the like.
【0040】そのため、この実施例においては、前記沈
砂分離機31とフィルタ装置24との間に還流管路33
を設け、前記沈砂分離機31で分離された水をフィルタ
装置24を経て給水タンク22に供給することとしてい
る。Therefore, in this embodiment, a reflux pipe 33 is provided between the sand separator 31 and the filter device 24.
Is provided, and the water separated by the sand settler 31 is supplied to the water supply tank 22 via the filter device 24.
【0041】これにより、給水タンク22に供給すべき
水量の多くを、前記沈砂分離機31で分離された水に依
存することができ、工業用水23の新たに供給すべき水
量が低減する。As a result, most of the amount of water to be supplied to the water supply tank 22 can depend on the water separated by the sand settler 31, and the amount of new industrial water 23 to be supplied is reduced.
【0042】そして、前記のように沈砂分離機31で分
離した水が比較的清浄な状態であるから、ポンプ井6等
の水を用いる場合と較べて水を除砂装置15で使用し得
るために必要なろ過の程度が極めて軽く、付随作業や装
置の煩雑さが軽微である。Since the water separated by the sand settler 31 is in a relatively clean state as described above, the water can be used in the sand remover 15 as compared with the case of using water in the pump well 6 or the like. The degree of filtration required is extremely light, and the work involved and the complexity of the equipment are minimal.
【0043】なお、この実施例では、ポンプ井6内に滞
溜水ポンプ34を設置し、このポンプ井6内の下水を前
記フィルタ装置24に供給可能に構成しているが、これ
は還流管路33の閉塞等のトラブル時に除砂装置15へ
の給水を確保するためである。In this embodiment, the stagnant water pump 34 is installed in the pump well 6 so that the sewage in the pump well 6 can be supplied to the filter device 24. This is to ensure the water supply to the sand removing device 15 in the case of a trouble such as the blockage of the passage 33.
【0044】また、以上説明した実施例においては、前
記還流管路33をフィルタ装置24に接続させることと
したが、前記沈砂分離機31の分離性能が良好な場合等
には、直接給水タンク22に供給することも可能であ
る。In the embodiment described above, the reflux pipe 33 is connected to the filter device 24. However, when the sedimentation separator 31 has good separation performance, the direct water supply tank 22 It is also possible to supply to.
【0045】さらに、前記実施例は、揚砂ポンプ12を
いわゆるジェットポンプとしたが、本願発明はこれに限
られないことはいうまでもない。Furthermore, in the above-mentioned embodiment, the sand pump 12 is a so-called jet pump, but it goes without saying that the present invention is not limited to this.
【0046】例えば、図3に示すように、揚砂ポンプ1
2として、電動式のいわゆる水中サンドポンプ(具体的
にはスクリュー渦巻式水中ポンプ)を用いた場合、前記
実施例の駆動用高圧水系統が不要となる。For example, as shown in FIG.
When a so-called submersible sand pump of electric type (specifically, a screw spiral submersible pump) is used as 2, the high-pressure water system for driving of the above-mentioned embodiment becomes unnecessary.
【0047】そのため、除砂作業に要する水量が軽減す
るが、同時に揚砂ポンプ12の吐出管28を経由して前
記沈砂分離機31に到達する土砂と水との混合物の含水
率が相対的に低下するので、還流管路33からフィルタ
装置24に供給される水の水質は前記実施例の場合より
幾分劣るが、ポンプ井6等の水に較べると水質は良好で
あり、前記実施例と共通の効果を奏することができる。Therefore, the amount of water required for sand removal work is reduced, but at the same time, the water content of the mixture of earth and sand reaching the sand settler 31 via the discharge pipe 28 of the sand pump 12 is relatively high. Since the water quality of the water supplied from the return conduit 33 to the filter device 24 is somewhat inferior to that of the above-described embodiment, the water quality is better than that of the water in the pump well 6 and the like. The same effect can be achieved.
【0048】[0048]
【発明の効果】以上説明したように、請求項1記載の沈
砂池の除砂方法によれば、揚砂ポンプでくみ出された土
砂等の混合物は、本来その搬出処理等のために水分を除
去することが必要であり、その本来必要な処理に伴い除
去される水は逆に土砂等の異物の除去されたものである
ので、この水は含有されている異物が少ない状態であ
る。As described above, according to the method for sand removal of a sand basin according to claim 1, the mixture of earth and sand pumped by the sand pump originally has a moisture content for carrying-out treatment. It is necessary to remove, and the water removed by the originally necessary treatment is, on the contrary, foreign matter such as earth and sand removed, so that the water contains a small amount of foreign matter.
【0049】したがって、このように分離された水から
使用水を得るための異物分離の負担が少なく、その水を
除砂装置で使用可能とするうえで必要となる付随作業や
装置が比較的簡便となる。Therefore, the burden of separating foreign matters for obtaining the used water from the water separated in this way is small, and the accompanying work and apparatus required for making the water usable in the sand remover are relatively simple. Becomes
【図1】沈砂池の除砂装置の全体概略図である。FIG. 1 is an overall schematic view of a sand removing device for a sand basin.
【図2】揚砂ポンプの断面図である。FIG. 2 is a sectional view of a sand pump.
【図3】沈砂池の除砂装置の変形例説明図である。FIG. 3 is a diagram illustrating a modification of the sand removing device for a sand basin.
2 雨水沈砂池(沈砂池) 12 揚砂ポンプ 13 給水ノズル 15 除砂装置 22 給水タンク 25 圧送ポンプ(ポンプ) 28 吐出管 31 沈砂分離機(土砂分離機) 33 還流管路 2 Rainwater sand basin (sand basin) 12 Sand pump 13 Water supply nozzle 15 Sand remover 22 Water supply tank 25 Pressure pump (pump) 28 Discharge pipe 31 Sediment separator (sediment separator) 33 Reflux pipeline
Claims (5)
する除砂装置を用いた沈砂池の除砂方法において、前記
揚砂ポンプでくみ出した土砂と水との混合物を土砂と水
とに分離し、その分離された水を除砂装置に供給して再
使用することを特徴とする沈砂池の除砂方法。1. A method for sand removal of a sand basin using a sand removal device having a sand unloading pump facing the bottom of the sand basin, wherein the mixture of earth and sand pumped by the sand unloading pump is mixed with earth and water. A method for removing sand from a sand basin, which comprises separating the separated water into a sand removal device and reusing it.
する除砂装置において、その除砂装置で用いる水を貯溜
する使用水タンクを設けるとともに、前記揚砂ポンプの
吐出管を土砂分離装置に導いて土砂と水とに分離させ、
その分離された水を前記使用水タンクに供給する還流管
路を設けたことを特徴とする沈砂池の除砂装置。2. A sand removal apparatus having a sand pump that faces the bottom of a sand basin, and a water tank for storing water used in the sand removal apparatus is provided, and a discharge pipe of the sand pump is used to separate sediment. Guide it to the equipment and separate it into soil and water,
A sand removing device for a sand basin, which is provided with a reflux pipe for supplying the separated water to the used water tank.
て、前記使用水タンクの水を除砂装置の所要部に圧送す
るポンプを有することを特徴とする沈砂池の除砂装置。3. The sand removing apparatus for a sand basin according to claim 2, further comprising a pump for pumping the water in the used water tank to a required portion of the sand removing apparatus.
て、前記ポンプから圧送された水を揚砂ポンプに駆動水
として供給することを特徴とする沈砂池の除砂装置。4. The sand remover for a sand basin according to claim 3, wherein water pumped from the pump is supplied to the sand unloading pump as driving water.
て、沈砂池の底部に集砂用の給水ノズルを設置し、前記
ポンプから圧送された水を給水ノズルに供給することを
特徴とする沈砂池の除砂装置。5. The sand removal apparatus for a sand basin according to claim 3, wherein a water supply nozzle for collecting sand is installed at the bottom of the sand basin, and water pumped from the pump is supplied to the water supply nozzle. Sand removal equipment for sand basins.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24650593A JP3288823B2 (en) | 1993-10-01 | 1993-10-01 | Sand removal method and device for sand basin |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24650593A JP3288823B2 (en) | 1993-10-01 | 1993-10-01 | Sand removal method and device for sand basin |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07100467A true JPH07100467A (en) | 1995-04-18 |
JP3288823B2 JP3288823B2 (en) | 2002-06-04 |
Family
ID=17149402
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24650593A Expired - Lifetime JP3288823B2 (en) | 1993-10-01 | 1993-10-01 | Sand removal method and device for sand basin |
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JP (1) | JP3288823B2 (en) |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000288312A (en) * | 1999-04-05 | 2000-10-17 | Asahi Tec Corp | Sand pumping-up equipment |
JP2000334217A (en) * | 1999-05-26 | 2000-12-05 | Asahi Tec Corp | Sand lifting device |
JP2001334106A (en) * | 2000-05-25 | 2001-12-04 | Asahi Tec Corp | Device for collecting sand in sedimentation basin |
JP2002159803A (en) * | 2000-11-28 | 2002-06-04 | Hitachi Metals Ltd | Sand gathering apparatus and method |
JP2004122042A (en) * | 2002-10-04 | 2004-04-22 | Hitachi Metals Ltd | Grit collecting/pumping apparatus |
JP2005342568A (en) * | 2004-05-31 | 2005-12-15 | Maezawa Ind Inc | Precipitate removing apparatus |
JP2006231259A (en) * | 2005-02-28 | 2006-09-07 | Hitachi Plant Technologies Ltd | Sanding system |
JP2008086997A (en) * | 2007-12-13 | 2008-04-17 | Asahi Tec Corp | Sand pumping apparatus |
JP4502531B2 (en) * | 2001-02-23 | 2010-07-14 | 旭テック環境ソリューション株式会社 | Sedimentation and residue processing equipment |
JP2011245414A (en) * | 2010-05-26 | 2011-12-08 | Sumitomo Heavy Industries Environment Co Ltd | Jetting sand lift system |
JP2012040564A (en) * | 2011-11-14 | 2012-03-01 | Aquaintec Corp | Sand pumping-up method |
JP2012200645A (en) * | 2011-03-24 | 2012-10-22 | Sumitomo Heavy Industries Environment Co Ltd | Separator for sedimented sand |
JP2013018000A (en) * | 2012-10-19 | 2013-01-31 | Aquaintec Corp | Sand pumping-up method |
JP2014076449A (en) * | 2014-01-24 | 2014-05-01 | Aquaintech Corp | Sand pumping method |
JP2015142920A (en) * | 2015-03-20 | 2015-08-06 | アクアインテック株式会社 | Grit method |
CN110156289A (en) * | 2019-06-26 | 2019-08-23 | 成都德通环境工程有限公司 | A kind of chicken manure anaerobic pretreatment system and method |
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JP4502531B2 (en) * | 2001-02-23 | 2010-07-14 | 旭テック環境ソリューション株式会社 | Sedimentation and residue processing equipment |
JP2004122042A (en) * | 2002-10-04 | 2004-04-22 | Hitachi Metals Ltd | Grit collecting/pumping apparatus |
JP2005342568A (en) * | 2004-05-31 | 2005-12-15 | Maezawa Ind Inc | Precipitate removing apparatus |
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JP2012200645A (en) * | 2011-03-24 | 2012-10-22 | Sumitomo Heavy Industries Environment Co Ltd | Separator for sedimented sand |
JP2012040564A (en) * | 2011-11-14 | 2012-03-01 | Aquaintec Corp | Sand pumping-up method |
JP2013018000A (en) * | 2012-10-19 | 2013-01-31 | Aquaintec Corp | Sand pumping-up method |
JP2014076449A (en) * | 2014-01-24 | 2014-05-01 | Aquaintech Corp | Sand pumping method |
JP2015142920A (en) * | 2015-03-20 | 2015-08-06 | アクアインテック株式会社 | Grit method |
CN110156289A (en) * | 2019-06-26 | 2019-08-23 | 成都德通环境工程有限公司 | A kind of chicken manure anaerobic pretreatment system and method |
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