JP2600356Y2 - Sand basin structure - Google Patents
Sand basin structureInfo
- Publication number
- JP2600356Y2 JP2600356Y2 JP1993023655U JP2365593U JP2600356Y2 JP 2600356 Y2 JP2600356 Y2 JP 2600356Y2 JP 1993023655 U JP1993023655 U JP 1993023655U JP 2365593 U JP2365593 U JP 2365593U JP 2600356 Y2 JP2600356 Y2 JP 2600356Y2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- pit
- water
- sedimentation
- pits
- 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
Links
Landscapes
- Sewage (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、下水処理施設や浄水施
設などの水処理施設において沈砂などの沈殿物を除去す
るための沈砂池構造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 basin structure for removing sediment such as sand in a water treatment facility such as a sewage treatment facility or a water purification facility.
【0002】[0002]
【従来の技術】一般に、下水処理施設や浄水施設におい
ては、流入下水や取水した原水から沈砂などの沈殿物を
除去するために沈砂池が設けられている。図3に示した
ように、沈砂池1は原水2が上流側から下流側に流下す
る複数の水路3で構成されており、各水路3の上流側の
底部には沈砂ピット4が形成されている。原水2ととも
に各水路3に流入した沈砂は原水2の流下にしたがって
比重の大きいものから沈降していき、沈砂ピット4およ
び沈砂ピット4の下流側に続く水路3の底部に順次堆積
していく。そのため、一定期間ごともしくは水路3の底
部に適当量の沈砂が堆積したときに、沈砂を沈砂ピット
4に移送している。2. Description of the Related Art Generally, a sedimentation basin is provided in a sewage treatment facility or a water purification facility in order to remove sediment such as sedimentation from inflowing sewage or raw water taken in. As shown in FIG. 3, the sand basin 1 is composed of a plurality of water passages 3 in which raw water 2 flows down from the upstream side to the downstream side, and a sand pit 4 is formed at the bottom of each water passage 3 on the upstream side. I have. The sediment that has flowed into each channel 3 together with the raw water 2 sinks from the one having the higher specific gravity as the raw water 2 flows down, and is sequentially deposited at the bottom of the sediment pit 4 and the channel 3 downstream of the sand pit 4. For this reason, the sediment is transferred to the sand pit 4 at regular intervals or when an appropriate amount of sediment is deposited on the bottom of the water channel 3.
【0003】5はこのために設けられた圧力水噴射ノズ
ルを有する沈砂掻寄装置であり、この沈砂掻寄装置5を
沈砂ピット4に続く下流側の底部近傍に位置させて、圧
力水噴射ノズルの開孔部6から上流側に向けてジェット
水流を噴射することにより、水路3の底部に堆積した沈
砂を掻寄せている。沈砂掻寄装置5は、沈砂池1の水路
3の幅方向では単体で、かつ原水2の流れ方向で適当間
隔をおいて複数段配置されていて、これにより沈砂の移
送を効果的に行うことができる。[0005] Reference numeral 5 denotes a sedimentation scraping device having a pressure water injection nozzle provided for this purpose. The sedimentation scraping device 5 is positioned near the bottom on the downstream side following the sedimentation pit 4. By jetting a jet stream from the opening 6 to the upstream side, the sediment deposited on the bottom of the water channel 3 is scraped. The settling device 5 is provided alone in the width direction of the water channel 3 of the settling basin 1 and is arranged in a plurality of stages at appropriate intervals in the flow direction of the raw water 2, thereby effectively transferring the settling sand. Can be.
【0004】各水路3の沈砂ピット4には揚砂装置7が
設けられており、この揚砂装置7によって揚砂を行って
いる。また、沈砂掻寄装置5の下流側には除塵装置8が
設けられていて、この除塵装置8によって浮遊物を取り
除いたものを処理水9として次系に送っている。[0004] A sand-lifting device 7 is provided in the sand settling pit 4 of each channel 3, and sand is lifted by the sand-lifting device 7. Further, a dust removing device 8 is provided downstream of the sedimentation scraping device 5, and the thing from which suspended matter is removed by the dust removing device 8 is sent to the next system as treated water 9.
【0005】[0005]
【考案が解決しようとする課題】しかし、上記した従来
の沈砂池では、各水路に沈砂掻寄装置と揚砂装置とを設
けるか、揚砂装置を各水路に設けない場合は走行式揚砂
装置の設置が必要であり、そのために設置費用や維持管
理が必要であるという問題があった。However, in the above-mentioned conventional sand basin, a sand-raising device and a sand-lifting device are provided in each channel, or a traveling sand-lifting device is provided when the sand-lifting device is not provided in each channel. There is a problem that the installation of the device is necessary, and therefore the installation cost and the maintenance are required.
【0006】本考案は上記問題を解決するもので、沈砂
掻寄および揚砂のための装置設置費用や維持管理のコス
トを低減できるように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 problems, and to reduce the installation cost and maintenance cost of a device for scraping and raising sand.
【0007】[0007]
【課題を解決するための手段】本考案の沈砂池構造は、
原水が上流側から下流側に向けて流下する複数の水路を
設け、各水路に、底部に沈砂ピットを形成するととも
に、沈砂ピットに続く下流側の底部近傍に、沈砂ピット
に向けて圧力水を噴射する沈砂掻寄装置を設けた沈砂池
構造において、前記各水路の沈砂ピットを水路の幅方向
に一列に設け、この沈砂ピットの位置において、各水路
を形成する隔壁に沈砂ピットどうしを連通可能なゲート
部を設け、このゲート部に、隣接する沈砂ピットに向け
て圧力水を噴射する転動可能な沈砂掻寄装置を設置する
とともに、最外側の水路における沈砂ピットに揚砂装置
を設置したものである。The sand basin structure of the present invention is as follows.
A plurality of water channels through which raw water flows from the upstream to the downstream are provided.In each channel, a sedimentation pit is formed at the bottom, and pressure water is directed toward the sedimentation pit near the bottom on the downstream side following the sedimentation pit. In a sand basin structure provided with a settling device for injecting sand, the sand pits of each of the water channels are provided in a line in the width direction of the water channel, and at the position of the sand pit, the sand pits can be communicated with the partition walls forming the water channels. In addition to installing a rollable sediment scraping device that sprays pressurized water toward the adjacent sedimentation pit, a sandlifting device was installed in the sedimentation pit in the outermost water channel. Things.
【0008】[0008]
【作用】上記構成によると、各水路の沈砂ピットを水路
の幅方向に一列に設け、この沈砂ピットの位置におい
て、各水路を形成する隔壁に沈砂ピットどうしを連通可
能なゲート部を設けたことにより、このゲート部を開放
することで沈砂ピットどうしを連通させることができ
る。そして、沈砂ピットどうしを連通させた上で、ゲー
ト部に設置した転動可能な沈砂掻寄装置によって、隣接
する沈砂ピットに向けて圧力水を噴射することにより、
沈砂を順次外側の水路の沈砂ピットに移送することがで
きる。移送された沈砂は、最外側の水路の沈砂ピットに
設置した揚砂装置によって揚砂することができる。According to the above construction, the sedimentation pits of each channel are provided in a line in the width direction of the channel, and at the position of the sedimentation pit, a gate portion capable of communicating the sedimentation pits with the partition wall forming each channel is provided. By opening the gate, the sand pits can communicate with each other. Then, after the sand pits are communicated with each other, the rollable sand rake device installed at the gate part injects pressure water toward the adjacent sand pit,
Sediment can be sequentially transferred to the sand pit in the outer channel. The transferred sediment can be sand-lifted by a sand-lifting device installed in a sand-pit in the outermost waterway.
【0009】[0009]
【実施例】以下、本考案の一実施例の沈砂池構造を図1
の全体構成図および図2の要部断面図を参照しながら説
明する。この実施例の沈砂池構造は上で図3を用いて説
明した従来の沈砂池構造とほぼ同じなので、同一構成お
よび同一作用を有する部分に同じ符号を付して詳しい説
明を省略する。FIG. 1 shows a sand basin structure according to an embodiment of the present invention.
This will be described with reference to the overall configuration diagram of FIG. Since the sand basin structure of this embodiment is almost the same as the conventional sand basin structure described above with reference to FIG. 3, parts having the same configuration and the same action are denoted by the same reference numerals, and detailed description thereof will be omitted.
【0010】沈砂池1は、原水2が上流側から下流側に
向けて流下する複数の水路3で構成されており、各水路
3の上流側における底部には沈砂ピット4が形成されて
いる。沈砂ピット4は水路3の幅方向に一列に設けられ
ていて、この沈砂ピット4の位置において、各水路3を
形成する隔壁10に沈砂ピット4どうしを連通可能なゲ
ート部11が設けられている。The sand basin 1 is composed of a plurality of water passages 3 through which raw water 2 flows from the upstream side to the downstream side. A sand pit 4 is formed at the bottom of each water passage 3 on the upstream side. The sedimentation pits 4 are provided in a line in the width direction of the water channel 3, and at the position of the sedimentation pit 4, a gate portion 11 that can communicate the sedimentation pits 4 is provided on a partition wall 10 that forms each water channel 3. .
【0011】沈砂ピット4に続く下流側の底部近傍に
は、沈砂ピット4に向けて圧力水を噴射し、沈砂ピット
4の下流側の底部に堆積した沈砂を沈砂ピット4の方向
に移送する沈砂掻寄装置5が設けられている。また、各
ゲート部11には、隣接する沈砂ピット4に向けて圧力
水を噴射する180°転動可能な沈砂掻寄装置12が、
圧力水噴射ノズルの開孔部6が全て同一方向を向くよう
に設置されている。In the vicinity of the bottom on the downstream side following the sand pit 4, pressurized water is injected toward the sand pit 4, and the sand deposited on the bottom on the downstream side of the sand pit 4 is transported in the direction of the sand pit 4. A scraping device 5 is provided. Also, each gate unit 11 is provided with a 180 ° rollable sediment scraping device 12 for injecting pressurized water toward the adjacent sedimentation pit 4,
The apertures 6 of the pressure water injection nozzle are all installed in the same direction.
【0012】両外端の水路における沈砂ピット4には揚
砂装置7a,7bが設置されており、沈砂掻寄装置5の
下流側には除塵装置8が設けられている。上記構成の沈
砂池1において、原水2とともに各水路3に流入し、水
路3の沈砂ピット4の下流側の底部に堆積した沈砂は、
従来と同様にして沈砂掻寄装置5により上流側に向けて
移送され、各水路3の沈砂ピット4に蓄積される。Sand setting devices 7a and 7b are installed in the sand settling pits 4 at both outer end waterways, and a dust removing device 8 is provided downstream of the sand setting device 5. In the sand basin 1 having the above-described configuration, the sediment flowing into each of the water channels 3 together with the raw water 2 and deposited on the bottom of the water channel 3 on the downstream side of the sand pit 4 is:
In the same manner as in the prior art, the water is transported toward the upstream side by the sand settling device 5 and accumulated in the sand settling pits 4 of each waterway 3.
【0013】沈砂ピット4に蓄積された沈砂は、ゲート
部11を開放して沈砂ピット4どうしを連通させ、その
後、図示したように、沈砂掻寄装置12から隣接する沈
砂ピット4に向けて圧力水を噴射することによって、順
次隣接する沈砂ピット4に移送される。そして、最終的
には最外側の水路の沈砂ピット4に集められるので、両
外端の沈砂ピット4において揚砂装置7a,7bによっ
て揚砂される。沈砂掻寄装置5の下流側まで流下した浮
遊物は除塵装置8によって除去され、沈砂および浮遊物
ともに除かれたものが処理水9として次系に送られる。The settling sand accumulated in the sand setting pit 4 opens the gate portion 11 to allow the sand setting pits 4 to communicate with each other. Then, as shown in the drawing, pressure is applied from the sand setting device 12 to the adjacent sand setting pit 4. By jetting water, the water is sequentially transferred to the adjacent sand pit 4. Then, the sand is finally collected in the sand setting pits 4 of the outermost water channel, so that the sand is set up by the sand setting devices 7a and 7b in the sand setting pits 4 at both outer ends. The suspended matter that has flowed down to the downstream side of the sedimentation scraping device 5 is removed by the dust removing device 8, and the matter from which both the sedimentation and suspended matter have been removed is sent to the next system as treated water 9.
【0014】上記のように、ゲート部11に設けた砂掻
寄装置12の圧力水噴射ノズルの開孔部6を全て同一方
向として設置し、一方の外側の沈砂ピット4に向けての
み沈砂を移送して、両外側の揚砂装置7a,7bで揚砂
してもよいし、一方の揚砂装置7bは停止させて補修等
を行ってもよい。また、沈砂掻寄装置12は転動可能で
あるため、上記と逆に揚砂装置7aを停止できるように
沈砂を移送してもよい。または、砂掻寄装置12を、圧
力水噴射ノズルの開孔部6が沈砂池の中央部を境として
両外側に向くように設置し、両外側の沈砂ピット4に向
けて沈砂を移送して、両方の揚砂装置7a,7bで揚砂
を行ってもよい。As described above, all the openings 6 of the pressure water injection nozzles of the sand scraping device 12 provided in the gate portion 11 are installed in the same direction, and the sand is set only toward the outer sand pit 4 on one side. The sand may be transported and sand-lifted by the sand-lifting devices 7a and 7b on both outer sides, or the sand-lifting device 7b may be stopped and repaired. Further, since the sand settling device 12 can roll, the sand set may be conveyed so that the sand lifting device 7a can be stopped in the opposite manner to the above. Alternatively, the sand scraping device 12 is installed such that the opening 6 of the pressure water injection nozzle faces both outer sides with the center of the sand basin as a boundary, and the sand is transferred toward the sand pit 4 on both outer sides. Alternatively, the sand may be lifted by both of the sand lifting devices 7a and 7b.
【0015】[0015]
【考案の効果】以上述べたように、沈砂ピットどうしを
連通可能なゲート部を設け、このゲート部に設置した沈
砂掻寄装置によって沈砂を順次外側の水路の沈砂ピット
に移送し、最外側の水路の沈砂ピットにおいて揚砂装置
で揚砂する構成としたことにより、揚砂装置の台数を削
減できる。これにより、揚砂装置の設置費用や維持管理
のコストを低減できる。[Effects of the Invention] As described above, the gate part which can communicate the sand pits is provided, and the sand is sequentially transferred to the sand pit of the outer channel by the sand rake device installed at the gate part. By adopting a configuration in which the sand is lifted by the sand-lifting device in the sedimentation pit of the waterway, the number of sand-lifting devices can be reduced. Thereby, the installation cost and maintenance cost of the sand lifting device can be reduced.
【0016】また、ゲート部の沈砂掻寄装置を転動可能
としたことにより、沈砂の移送方向を変えることができ
るため、一方の最外側の水路の沈砂ピットにのみ送って
そこで揚砂装置によって揚砂し、他方の揚砂装置は停止
させて補修等を行うことができるので、維持管理の容易
化が図れる。[0016] In addition, since the moving direction of the settling sand can be changed by making the settling device of the gate portion rollable, it is sent only to the settling pit of one of the outermost waterways, where it is moved by the settling device. Since the sand is lifted and the other sand lifting device can be stopped to perform repairs and the like, maintenance can be facilitated.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本考案の一実施例の沈砂池構造の全体構成を示
した説明図である。FIG. 1 is an explanatory view showing an entire configuration of a sand basin structure according to an embodiment of the present invention.
【図2】図1の沈砂池構造の要部断面図である。FIG. 2 is a sectional view of a main part of the sand basin structure of FIG.
【図3】従来の沈砂池構造の全体構成を示した説明図で
ある。FIG. 3 is an explanatory diagram showing an entire configuration of a conventional sand basin structure.
1 沈砂池 2 原水 3 水路 4 沈砂ピット 5 沈砂掻寄装置 7a 揚砂装置 7b 揚砂装置 10 隔壁 11 ゲート部 12 沈砂掻寄装置 DESCRIPTION OF SYMBOLS 1 Settling basin 2 Raw water 3 Waterway 4 Sand setting pit 5 Sand setting device 7a Sand raising device 7b Sand setting device 10 Partition wall 11 Gate part 12 Sand setting device
フロントページの続き (58)調査した分野(Int.Cl.6,DB名) B01D 21/00 - 21/34 Continuation of front page (58) Field surveyed (Int.Cl. 6 , DB name) B01D 21/00-21/34
Claims (1)
る複数の水路を設け、各水路に、底部に沈砂ピットを形
成するとともに、沈砂ピットに続く下流側の底部近傍
に、沈砂ピットに向けて圧力水を噴射する沈砂掻寄装置
を設けた沈砂池構造において、前記各水路の沈砂ピット
を水路の幅方向に一列に設け、この沈砂ピットの位置に
おいて、各水路を形成する隔壁に沈砂ピットどうしを連
通可能なゲート部を設け、このゲート部に、隣接する沈
砂ピットに向けて圧力水を噴射する転動可能な沈砂掻寄
装置を設置するとともに、最外側の水路における沈砂ピ
ットに揚砂装置を設置したことを特徴とする沈砂池構
造。A plurality of water passages through which raw water flows from an upstream side to a downstream side are provided. In each of the water passages, a sand pit is formed at a bottom portion, and a sand pit is formed near a downstream bottom portion following the sand pit. In a sand basin structure provided with a sedimentation rake device for injecting pressurized water toward the water passage, the sand pits of each of the water passages are arranged in a row in the width direction of the water passage, and at the position of the sand pit, a sedimentation pit is formed on a partition wall forming each water passage. A gate is provided to allow communication between the pits, and a rollable sedimentation device that injects pressurized water toward the adjacent sedimentation pit is installed in this gate, and lifts to the sand pit in the outermost water channel. A sand basin structure with sand equipment installed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1993023655U JP2600356Y2 (en) | 1993-05-10 | 1993-05-10 | Sand basin structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1993023655U JP2600356Y2 (en) | 1993-05-10 | 1993-05-10 | Sand basin structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0681603U JPH0681603U (en) | 1994-11-22 |
JP2600356Y2 true JP2600356Y2 (en) | 1999-10-12 |
Family
ID=12116541
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1993023655U Expired - Lifetime JP2600356Y2 (en) | 1993-05-10 | 1993-05-10 | Sand basin structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2600356Y2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3689162B2 (en) * | 1995-11-17 | 2005-08-31 | 日立機電工業株式会社 | Sand pumping device in sewage pond |
JP2001129313A (en) * | 1999-11-02 | 2001-05-15 | Hitachi Metals Ltd | Apparatus for pumping up sand and operation method thereof |
JP4168314B2 (en) * | 2001-03-29 | 2008-10-22 | 株式会社日立プラントテクノロジー | Sand collection device for sand basin |
JP7109059B2 (en) * | 2018-06-06 | 2022-07-29 | アクアインテック株式会社 | sand pond |
-
1993
- 1993-05-10 JP JP1993023655U patent/JP2600356Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0681603U (en) | 1994-11-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2600356Y2 (en) | Sand basin structure | |
JP2002282607A (en) | Sand collecting device of sedimentation basin | |
JP2001129313A (en) | Apparatus for pumping up sand and operation method thereof | |
CN112282033B (en) | Auxiliary drainage system for iron ore construction prevention and water control | |
JP3455674B2 (en) | Sand basin equipment and sand collection method in sand basin equipment | |
JP2002292209A (en) | Sand collector of sedimentation basin | |
KR0133350Y1 (en) | Spray apparatus of sludge hopper for sedimentation basin | |
CN210707325U (en) | Full-automatic non-contact cleaning device for large-scale engineering vehicle of steel plant | |
CN212687785U (en) | Water treatment equipment | |
CN207277265U (en) | Water circulates road self-stripping system | |
JP2002282610A (en) | Sand-collecting device of sedimentation basin | |
KR101365028B1 (en) | Apparatus and method for distributing gas and liquid during backwash in filter underdrain flumes using dual separation | |
KR100631269B1 (en) | A Device for traveling surface washing of rapid filtering pond | |
JPH03258310A (en) | Jet type sand removing equipment | |
JPH03258306A (en) | Structure of sand settling pool | |
JPS6032193Y2 (en) | Dam lake sediment discharge device | |
CN213262334U (en) | Automobile washing platform for construction site | |
JP7084026B2 (en) | Sand collector | |
CN220433802U (en) | Water taking structure in hydraulic engineering | |
CN109235259A (en) | A kind of bridge drainage collection system | |
CN219754593U (en) | Mining area prevents and treats water reuse auxiliary drainage system | |
JP3842032B2 (en) | Moving bed type upward flow filtration device | |
KR20000073085A (en) | Deposit preventing equipment of sewage facility. | |
AU2021107023A4 (en) | Installation for the control of water pollution. | |
JPH03258308A (en) | Structure of sand settling pool |