JPH04122404A - Detritus tank - Google Patents
Detritus tankInfo
- Publication number
- JPH04122404A JPH04122404A JP24043990A JP24043990A JPH04122404A JP H04122404 A JPH04122404 A JP H04122404A JP 24043990 A JP24043990 A JP 24043990A JP 24043990 A JP24043990 A JP 24043990A JP H04122404 A JPH04122404 A JP H04122404A
- Authority
- JP
- Japan
- Prior art keywords
- partition plate
- water flow
- water
- sediment
- partition
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 75
- 238000005192 partition Methods 0.000 claims abstract description 68
- 239000004576 sand Substances 0.000 claims abstract description 22
- 239000013049 sediment Substances 0.000 claims abstract description 22
- 238000000926 separation method Methods 0.000 claims description 5
- 238000004062 sedimentation Methods 0.000 claims 1
- 230000005484 gravity Effects 0.000 abstract description 3
- 230000001105 regulatory effect Effects 0.000 abstract description 2
- 238000000638 solvent extraction Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 9
- 238000012423 maintenance Methods 0.000 description 4
- 239000007788 liquid Substances 0.000 description 3
- 238000013459 approach Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003621 irrigation water Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、用水等の水流中に含まれる土砂等を分離・
除去する装置に関するものである。[Detailed description of the invention] (Industrial application field) This invention separates and removes earth and sand contained in a water flow such as irrigation water.
It relates to a removal device.
(従来の技術)
従来より、用水中の土砂分離に関しては、遠心力を利用
して液体から土砂等の粒子を除去する方式(ザイクロン
方式)がある。(Prior Art) Conventionally, regarding the separation of earth and sand in water, there is a method (Zyclone method) that uses centrifugal force to remove particles such as earth and sand from a liquid.
又、別のものとして、用水中の土砂等を水槽中である程
度自然沈澱させた用水を隣接して設4,1だ次の水槽に
移し替え更に自然沈澱させ、又々次の水槽へと移すとい
う作業を数段に亘って行い土砂等を分離・除去する方式
もある。In addition, another method is to allow the sediment in the water to naturally settle to some extent in the tank, then transfer it to the next tank at 4.1, allow further natural settling, and then transfer it to the next tank. There is also a method that separates and removes earth and sand by performing this process in several stages.
(発明が解決しようとする問題点)
上記した従来技術のうち、前者のものは、装置が非常に
高価なものであり、構造が複雑で維持管理が難しい等の
問題があり、特殊な用途以外では余り使われていなかっ
た。(Problems to be Solved by the Invention) Among the above-mentioned conventional technologies, the former has problems such as very expensive equipment, complicated structure, and difficult maintenance, and is not suitable for special applications. It wasn't used much.
又、後者のものは、構造は簡単であるが用水の流速を遅
くせねばならず必然的に装置が大きなものとなり、操作
面に於いて手間が掛かると共に分離・除去効率も悪く、
工業的な利用価値は低かった。In addition, although the latter type has a simple structure, the flow rate of water must be slowed down, which inevitably results in a large device, which requires time and effort in operation and has poor separation and removal efficiency.
Its industrial value was low.
この発明は従来の装置が備えるこの様な問題を解消し、
構造が簡単で、操作及び維持管理の手間が省け、しかも
分離・除去効率の良い装置を提供することを目的とする
ものである。This invention solves these problems with conventional devices,
The object of the present invention is to provide a device that has a simple structure, saves time and effort in operation and maintenance, and has high separation and removal efficiency.
(問題点を解決するための手段)
この発明は上記目的を達成するために次の構成を備えて
いる。即ち、水流中に存在する土砂等を沈降分離して除
去する装置であって、水流方向に沿って複数のバンクを
有する箱型の水槽と、各バンクを仕切る仕切り板と、前
記水槽の底部に設けた排砂手段とから構成され、前記仕
切り板のうち第1の仕切り板を水流に対する抵抗が増大
する方向に傾斜させると共に、水流が第1の仕切り板の
下方、第2の仕切り板の上方、次の仕切り板の下方とい
う順に上下しながら通過規制されるような位置に各仕切
り板を取付けてあることを特徴とするものである。(Means for Solving the Problems) In order to achieve the above object, the present invention has the following configuration. That is, it is a device that sediments and separates sediment present in a water flow to remove it, and includes a box-shaped water tank having a plurality of banks along the water flow direction, a partition plate that partitions each bank, and a bottom part of the water tank. The first partition plate of the partition plates is tilted in a direction that increases the resistance to the water flow, and the water flow is directed below the first partition plate and above the second partition plate. , each partition plate is installed at a position below the next partition plate so that passage is restricted while moving up and down in that order.
(作用)
この発明の構成によれば、水槽中の各バンクを仕切る仕
切り板を水流がその下側、上側、下側と順に通過すべく
僅かな開口部を仕切り板の下側あるいは」−例に確保し
て取イ」けると共に、第1の仕切り板に関しては水流に
対する抵抗が増大する方向に傾斜させであるので、水流
が各仕切り板の表面に沿うように水槽内を緩やかに蛇行
して流れ、その時に生しる抵抗力によって水流中の土砂
等が加速的に沈降分離され水槽底部に沈澱していく。(Function) According to the configuration of the present invention, a small opening is formed on the bottom side of the partition plate or the bottom side of the partition plate for water flow to pass through the partition plate that partitions each bank in the aquarium from below, above, and below in order. In addition, the first partition plate is inclined in a direction that increases the resistance to the water flow, so that the water flow gently meanders inside the aquarium along the surface of each partition plate. Due to the flow and the resistance force generated at that time, sediment and other particles in the water flow are sedimented and separated at an accelerated rate and settle at the bottom of the tank.
この様な形で仕切り板を数段に亘って設りであるので水
流が上方より下方に向って流れるときは土砂等の沈降を
加速させ、下方より4一方に向って流れるとき水と一ヒ
砂等の比重差によって土砂等を効率的に分離することが
できる。従って、水流が水槽から流出する時点では土砂
等の分離が完全になされており、又、水槽内に沈澱した
土砂等は、水槽の底部に設けた排砂手段により水槽外へ
排出除去することが出来る。Since the partition plates are installed in several stages in this way, when the water flows from above to below, it accelerates the settling of sediment, etc., and when it flows from below to one side, the water Earth and sand can be efficiently separated due to the difference in specific gravity of sand, etc. Therefore, by the time the water flows out of the aquarium, the sediment has been completely separated, and the sediment that has settled in the aquarium can be discharged and removed from the aquarium by means of a sand discharge means installed at the bottom of the aquarium. I can do it.
以下図面に示す実施例により、この発明を具体的に説明
する。The present invention will be specifically explained below with reference to embodiments shown in the drawings.
(実施例)
第1図はこの発明の一実施例を示ず沈砂槽の説明図であ
る。実施例に係る沈砂槽は、水流方向に沿って複数のバ
ンクを有する箱型の水槽(1)と、各バンクを仕切る仕
切、り板(2)と、前記水槽(1)底部に設けた排砂手
段としての排砂バルブ(3)とから構成され、前記仕切
り板(2)のうち第1の仕切り仮(21)を水流に対す
る抵抗が増大する方向に傾斜させると共に、水流が第1
の仕切り板(21)の下方、第2の仕切り板(22)の
上方、第3の仕切り板(23)の下方、第4の仕切り板
(24)の上方という順にJ1下しながら通過規制され
るような位置に各仕切り板(21)・・・(24)を取
付けたものである。(Embodiment) FIG. 1 is an explanatory diagram of a sand settling tank, not showing an embodiment of the present invention. The sand settling tank according to the embodiment includes a box-shaped water tank (1) having a plurality of banks along the water flow direction, a partition and a rib plate (2) that partition each bank, and a drain provided at the bottom of the water tank (1). The first temporary partition (21) of the partition plates (2) is inclined in a direction in which the resistance to water flow increases, and the water flow is
Passage is regulated while lowering J1 in the following order: below the partition plate (21), above the second partition plate (22), below the third partition plate (23), and above the fourth partition plate (24). Each partition plate (21)...(24) is attached to a position such that the
ここで、水流入口(4)はパイプ上にノズル孔を複数の
角度に亘って設けたものであり、該水流入口(4)より
流入した水流は図に示す如く第1の仕切り板(21〉
に沿って、又一部は水槽(1)の壁面に沿って流れ、第
2〜第4の仕切り板(22)〜(24)を経て、前記壁
面とは逆側に設けた水流出口(5)より図示しないポン
プの吸引作用を受けて流出していく構成となっている。Here, the water inlet (4) is a pipe with nozzle holes provided at multiple angles, and the water flow flowing from the water inlet (4) flows through the first partition plate (21) as shown in the figure.
, and a part of the water flows along the wall of the water tank (1), passes through the second to fourth partition plates (22) to (24), and then flows to the water outlet (5) provided on the opposite side of the wall. ), the liquid flows out under the suction action of a pump (not shown).
この実施例に係る沈砂槽は上述の如き構成からなるもの
であって、次にその使用状態を説明する。The sand settling tank according to this embodiment has the above-mentioned construction, and its usage will now be explained.
水流入口(4)から放たれた水流の大部分は抵抗が増大
する方向に傾斜して設けられた第1の仕切り板(21)
に沿って流れ、その過程で水流中の土砂が沈降分離され
水槽(1)の底部に土砂(6)として堆積する。又、一
部の水流は水槽(1)の壁面に沿って流れ、やはり土砂
を沈降分離させながら前記した水流に合流する。Most of the water flow released from the water inlet (4) is directed to the first partition plate (21), which is inclined in the direction of increasing resistance.
During this process, the sediment in the water is separated and deposited as sediment (6) at the bottom of the water tank (1). Further, a part of the water flow flows along the wall surface of the water tank (1) and merges with the above-mentioned water flow while also causing the sediment to settle and separate.
この様にして第1の仕切り板(21)の下方を通過した
水流は、第2の仕切り板(22)の側面に沿って上昇し
、その過程でも土砂を沈降分離させながら第2の仕切り
板(22)の上方を通過し、次に第2の仕切り板(22
)の逆側面と第3の仕切り板(23)の側面に沿って下
降し、その過程でも土砂を沈降分離させながら第3の仕
切り板(23)の下方を通過する。The water flow that has passed under the first partition plate (21) in this way rises along the side of the second partition plate (22), and in the process, sediments settle and separate while the water flow passes through the second partition plate (22). (22), and then the second partition plate (22).
) and the side surface of the third partition plate (23), and in the process also passes under the third partition plate (23) while sedimenting and separating the earth and sand.
第3の仕切り板(23)の下方を通過した水流は、第3
の仕切り板(23)の逆側面と第4の仕切り板(24)
の側面に沿って」1昇し、同様に土砂を沈降分離さゼな
がら第4の仕切り板(24)の上方を通過し、最後の第
4の仕切り板(24)の逆側面に沿って下降しながら水
流出口(5)から流出していくのである。The water flow passing under the third partition plate (23)
The opposite side of the partition plate (23) and the fourth partition plate (24)
1" along the side of the screen, pass above the fourth partition plate (24) while sediment is similarly settled and separated, and descend along the opposite side of the fourth and final partition plate (24). While doing so, the water flows out from the outlet (5).
これらの過程で各仕切り板(21)〜(24)の作用を
受けて沈降分離した土砂は、第1図に示す如く、水槽(
1)の底部に土砂(6)として堆積するが、その尾は水
流入口(4)に近い程多く、水流出口(5)に近づくに
つれて漸減してくる。During these processes, the sediment that settles and separates under the action of the partition plates (21) to (24) is placed in a water tank (as shown in Figure 1).
Sediment (6) is deposited at the bottom of the water inlet (1), and its tail increases as it approaches the water inlet (4) and gradually decreases as it approaches the water outlet (5).
又、堆積した土砂(6)Lj、水槽(])の底部に設の
た排砂バルブ(3)を開くことによって水槽(1)外へ
排出除ノにすることが出来る。Further, the accumulated earth and sand (6) Lj can be discharged out of the water tank (1) by opening the sand discharge valve (3) installed at the bottom of the water tank (]).
この様に、仕切り板(21)〜(24)の下方と上方を
交互に水流が流れるように仕切り板(21)〜(24)
を設置し、かつ第1の仕切り板(21)を傾斜させ、水
流と各仕切り板(2])〜(24)の間に発生ずる1・
−タル抵抗が限られた水槽容量の中で最大になるように
流路を構成したので、水流が水J#j(1)の水流出D
(5)から流出する時点では、土砂等の分離が完全にな
されており、高効率であると共に構造が簡単なので操作
面でも維持管理面でも手間が省けて便利である。In this way, the partition plates (21) to (24) are arranged so that the water flow alternately flows below and above the partition plates (21) to (24).
is installed, and the first partition plate (21) is tilted to reduce the amount of water generated between the water flow and each of the partition plates (2]) to (24).
- Since the flow path is configured so that the barrel resistance is maximized within the limited tank capacity, the water flow is equal to the water outflow D of water J #j (1)
(5) Separation of earth and sand, etc. has been completed completely at the time of flow out, and the system is highly efficient and has a simple structure, so it is convenient and saves time and effort in terms of operation and maintenance.
尚、この実施例では仕切り板(2)の数を4枚としたが
、ごの発明はこれに限定されるものではなく、水槽(]
)の容量及び水流の流速、あるいは水流中の土砂含有量
等の関係によって設計上で決定されるものである。In this example, the number of partition plates (2) was four, but the invention is not limited to this, and the number of partition plates (2) is four.
), the flow rate of the water flow, the sediment content in the water flow, etc., and are determined in the design.
この発明の説明に於いて、「土砂等」とは(土砂の他に
)懸濁固形物等を含む意味で用いており、従ってこの発
明は液体中の混入物除去全般に広く利用できる。In the description of this invention, "earth and sand" is used to include suspended solids (in addition to earth and sand), and therefore, this invention can be widely used for removing contaminants from liquids in general.
(発明の効果)
この発明によれば、上述したように水流と各仕切り板の
間に発生ずるl・−タル抵bCが、限られた水槽容量の
中で最大になるように流路を構成し旧つ上昇流と下降流
が交互になるようにしたので、水と土砂等の比重差を最
大限に利用するかたちで水流中の土砂等を効率よく分離
・除去することが出来る。又、構造が簡単で操作面及び
維持管理面で手間が省け、イニシャルコスト、ランニン
グコスト共に低く抑えることが出来る。(Effects of the Invention) According to the present invention, as described above, the flow path is configured so that the l·-tal resistance bC generated between the water flow and each partition plate is maximized within the limited water tank capacity. Since the upward flow and downward flow alternate, it is possible to efficiently separate and remove sediment, etc. in the water flow by making full use of the difference in specific gravity between water and sediment. In addition, the structure is simple, which saves time and effort in terms of operation and maintenance, and both initial costs and running costs can be kept low.
第1図は、この発明の一実施例を示ず沈砂槽の説明図で
ある。
(1)・・・水槽、 (2)・・仕切り板、(3)
・・・排砂バルブ(排砂手段)
(4)・水流入し1、 (5)・・・水流出口、(6
)・・・土砂、
(2])・・・第1の仕切り板、(22)・・・第2の
仕切り板、(23)・・・第3の仕切り板、(24)・
・第4の仕切り板。FIG. 1 is an explanatory diagram of a sand settling tank, not showing one embodiment of the present invention. (1)...water tank, (2)...partition plate, (3)
... Sand discharge valve (sand discharge means) (4) Water inflow 1, (5) Water outlet, (6
)...earth and sand, (2])...first partition plate, (22)...second partition plate, (23)...third partition plate, (24)...
・Fourth partition plate.
Claims (1)
あって、水流方向に沿って複数のバンクを有する箱型の
水槽と、各バンクを仕切る仕切り板と、前記水槽の底部
に設けた排砂手段とから構成され、前記仕切り板のうち
第1の仕切り板を水流に対する抵抗が増大する方向に傾
斜させると共に、水流が第1の仕切り板の下方、第2の
仕切り板の上方、次の仕切り板の下方という順に上下し
ながら通過規制されるような位置に各仕切り板を取付け
てあることを特徴とする沈砂槽。This is a device that removes sediment, etc. present in a water stream by sedimentation and separation, and includes a box-shaped aquarium having a plurality of banks along the water flow direction, a partition plate that partitions each bank, and a device provided at the bottom of the aquarium. The first partition plate of the partition plates is tilted in a direction that increases the resistance to the water flow, and the water flow is arranged below the first partition plate, above the second partition plate, and next to the second partition plate. A sand settling tank characterized in that each partition plate is installed at a position below the partition plate so that passage is restricted by moving up and down in this order.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24043990A JPH04122404A (en) | 1990-09-10 | 1990-09-10 | Detritus tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24043990A JPH04122404A (en) | 1990-09-10 | 1990-09-10 | Detritus tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04122404A true JPH04122404A (en) | 1992-04-22 |
Family
ID=17059511
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24043990A Pending JPH04122404A (en) | 1990-09-10 | 1990-09-10 | Detritus tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04122404A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006326485A (en) * | 2005-05-26 | 2006-12-07 | Nakamichi Kankyo Kaihatsu:Kk | Waste liquid treatment apparatus, system and method |
JP2007237078A (en) * | 2006-03-08 | 2007-09-20 | San Green:Kk | River water filtration apparatus |
CN105597382A (en) * | 2014-11-25 | 2016-05-25 | 无锡市洗选设备厂 | Supercharged precipitation apparatus for sand and water equipment |
CN105597381A (en) * | 2014-11-25 | 2016-05-25 | 无锡市洗选设备厂 | Electrostatic floating pollution discharge type sand water precipitation apparatus |
WO2022041161A1 (en) * | 2020-08-29 | 2022-03-03 | 南通市鸿程水利建设工程有限公司 | Structure for integrated separation treatment of sediment in hydraulic engineering |
-
1990
- 1990-09-10 JP JP24043990A patent/JPH04122404A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006326485A (en) * | 2005-05-26 | 2006-12-07 | Nakamichi Kankyo Kaihatsu:Kk | Waste liquid treatment apparatus, system and method |
JP2007237078A (en) * | 2006-03-08 | 2007-09-20 | San Green:Kk | River water filtration apparatus |
CN105597382A (en) * | 2014-11-25 | 2016-05-25 | 无锡市洗选设备厂 | Supercharged precipitation apparatus for sand and water equipment |
CN105597381A (en) * | 2014-11-25 | 2016-05-25 | 无锡市洗选设备厂 | Electrostatic floating pollution discharge type sand water precipitation apparatus |
WO2022041161A1 (en) * | 2020-08-29 | 2022-03-03 | 南通市鸿程水利建设工程有限公司 | Structure for integrated separation treatment of sediment in hydraulic engineering |
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