JPH09268636A - Aeration method for waste water stagnation part in sewage force feed pipeline - Google Patents

Aeration method for waste water stagnation part in sewage force feed pipeline

Info

Publication number
JPH09268636A
JPH09268636A JP7969996A JP7969996A JPH09268636A JP H09268636 A JPH09268636 A JP H09268636A JP 7969996 A JP7969996 A JP 7969996A JP 7969996 A JP7969996 A JP 7969996A JP H09268636 A JPH09268636 A JP H09268636A
Authority
JP
Japan
Prior art keywords
sewage
pipe
air
waste water
pipeline
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
Application number
JP7969996A
Other languages
Japanese (ja)
Inventor
Hajime Ninomiya
一 二宮
Takashi Horie
崇 堀江
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
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 by Kubota Corp filed Critical Kubota Corp
Priority to JP7969996A priority Critical patent/JPH09268636A/en
Publication of JPH09268636A publication Critical patent/JPH09268636A/en
Pending legal-status Critical Current

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  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve aeration effects by blowing air between a waste water surface in a pipeline and an internal circumferential top part of the pipe line from an upper to a lower stream, receiving the air by one end of a pipe arranged in the pipeline, and being emitted into the waste water from the other end of the pipe. SOLUTION: When a pump in a sewage force feed pipeline is stopped, air 3 is made to flow over a water surface 4 of a sewage stagnation part 2 from the upper stream side A to the lower stream side B at all times. Secondly, a pipe 5 is arranged in the adjacent to the sewage stagnation part 2, its top end 5a is opened toward the upper stream side A on the water surface 4, and the bottom end 5b is opened toward the lower stream side B under the water surface 4. Thirdly, a part of the air 3 passes from the opening of the top end 5a through the pipe 5, becomes small air bubbles 7 through holes of a porous plate 6 attached to the opening of the bottom end 5b, and is emitted into the waste water in the sewage stagnation part 2. This constitution can suppress the generation of hydrogen sulfide by aerating the waste water, simplify the structure, eliminate any specified power source, and facilitate its attachment to a place of difficult feeding.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は下水圧送管路におけ
る汚水滞留部の曝気方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for aerating a sewage retention section in a sewage pumping pipeline.

【0002】[0002]

【従来の技術】汚水をポンプで圧送する場合には、下水
圧送管路の内部での嫌気化による硫化水素の発生が問題
となっている。その対策の一つとして下水圧送管路へ空
気を注入することが有効である。
2. Description of the Related Art When pumping sewage with a pump, the generation of hydrogen sulfide due to anaerobicization inside the sewage pumping line poses a problem. As one of the countermeasures, it is effective to inject air into the sewage pumping pipeline.

【0003】空気を注入することによって、下水圧送管
路の管路内を好気的環境にして硫化水素の発生を抑える
ことができる。ポンプを連続運転している場合には注入
された空気と汚水が混合されているが、ポンプを停止し
た状態では図5に示すように下水圧送管路1の途中に汚
水滞留部2が発生し、この汚水滞留部2の水面上を上流
側Aから下流側Bに向けて空気3が流れると云った、気
相と液相に分離した状態になる。4は滞留した汚水の水
面を表している。
By injecting air, it is possible to suppress the generation of hydrogen sulfide by creating an aerobic environment inside the sewage pumping pipeline. When the pump is continuously operated, the injected air and the sewage are mixed, but when the pump is stopped, the sewage retention part 2 is generated in the middle of the sewage pumping line 1 as shown in FIG. The air 3 flows from the upstream side A toward the downstream side B on the water surface of the dirty water retention portion 2, which is in a state of being separated into a gas phase and a liquid phase. 4 represents the surface of the accumulated sewage.

【0004】[0004]

【発明が解決しようとする課題】このようにポンプ停止
状態では、気相と液相に分離してしまって十分な曝気効
果が得られなくなって汚水の嫌気化が進行する問題があ
る。
As described above, when the pump is stopped, there is a problem that the gas phase and the liquid phase are separated from each other so that the sufficient aeration effect cannot be obtained and the anaerobicization of waste water proceeds.

【0005】本発明はポンプ停止状態においても汚水滞
留部2で嫌気化が進行することを食い止めることができ
る汚水滞留部の曝気方法を提供することを目的とする。
An object of the present invention is to provide a method for aerating a sewage retention section which can prevent the progress of anaerobicization in the sewage retention section 2 even when the pump is stopped.

【0006】[0006]

【課題を解決するための手段】本発明の汚水滞留部の曝
気方法は、下水圧送管路に形成された汚水滞留部の汚水
面と前記管路の内周上部との間に前記管路の上流側から
下流側に向けて空気を送風し、この空気を汚水面の上方
で上流側に向いて開口した管の一端で受け、前記の管の
他端を汚水面の水面下で開放させ、管の前記一端から入
った空気を管の前記他端から汚水に放出して曝気するこ
とを特徴とする。
A method for aerating a sewage retention section according to the present invention comprises: Air is blown from the upstream side to the downstream side, the air is received at one end of the pipe opened toward the upstream side above the sewage surface, and the other end of the pipe is opened below the water surface of the sewage surface, The air entered from the one end of the pipe is discharged to the waste water from the other end of the pipe to be aerated.

【0007】[0007]

【発明の実施の形態】以下、本発明の汚水滞留部の曝気
方法を図1〜図4に示す具体的な実施の形態に基づいて
説明する。
BEST MODE FOR CARRYING OUT THE INVENTION A method for aerating a sewage retention section according to the present invention will be described below with reference to specific embodiments shown in FIGS.

【0008】〔実施の形態.1〕図1と図2は〔実施の
形態.1〕を示し、下水圧送管路1のポンプは停止状態
でも、汚水滞留部2の水面上を上流側Aから下流側Bに
向けて空気3が流れる状態になっている。
[Embodiment. 1] FIG. 1 and FIG. 1], the air in the sewage pumping line 1 is in a state in which the air 3 flows from the upstream side A to the downstream side B on the water surface of the dirty water retention part 2 even in a stopped state.

【0009】下水圧送管路1の汚水滞留部2の付近に
は、上端5aが汚水の水面4の上で開口し、下端5bが
汚水の水面4の下で開口した管5が設けられている。管
5の上端5aは上流側Aを向いて開口し、管5の下端5
bは下流側Bを向いて開口している。管5の下端5bの
開口は多孔質板6で閉塞されている。
A pipe 5 having an upper end 5a opened above the water surface 4 of the sewage and a lower end 5b opened below the water surface 4 of the sewage is provided near the sewage retention section 2 of the sewage pumping line 1. . The upper end 5a of the pipe 5 opens toward the upstream side A and the lower end 5a of the pipe 5
b is open toward the downstream side B. The opening at the lower end 5b of the tube 5 is closed by a porous plate 6.

【0010】管5は図2に示すように下水圧送管路1の
内周部に沿って取り付けられており、ポンプ運転時の汚
水の流れを妨げることが少ないように考慮されている。
このように構成したため、ポンプ停止状態で水面上を流
れている空気3の一部が、管5の上端5aの開口から押
し込まれて、管5の内部通路を通って管5の下端5bの
開口に取り付けられた多孔質板6の孔から小さな気泡7
となって汚水滞留部2の汚水中に放出される。これによ
って汚水が曝気されて、硫化水素の発生を抑えることが
できる。
As shown in FIG. 2, the pipe 5 is attached along the inner peripheral portion of the sewage pressure-feeding pipeline 1, and is designed so as not to obstruct the flow of dirty water during pump operation.
With this configuration, part of the air 3 flowing on the water surface when the pump is stopped is pushed through the opening of the upper end 5a of the pipe 5, passes through the internal passage of the pipe 5, and opens at the lower end 5b of the pipe 5. From the holes of the porous plate 6 attached to
And is discharged into the waste water in the waste water retention section 2. As a result, the sewage is aerated and the generation of hydrogen sulfide can be suppressed.

【0011】〔実施の形態.2〕図3と図4は〔実施の
形態.2〕を示す。この〔実施の形態.2〕では、〔実
施の形態.1〕の管5の上端5aの開口にフード8が取
り付けられている。フード8は、上流側Aの開口面積が
下流側Bの開口面積よりも広く、下流側Bの開口が管5
の上端5aの開口に連通されている。その他は〔実施の
形態.1〕と同じである。
[Embodiment. 2] FIGS. 3 and 4 show [Embodiment. 2] is shown. This [embodiment. 2], [Embodiment. 1], the hood 8 is attached to the opening of the upper end 5a of the pipe 5. The opening area of the hood 8 on the upstream side A is larger than the opening area of the downstream side B, and the opening on the downstream side B is the pipe 5.
Is communicated with the opening of the upper end 5a. Others are described in [Embodiment. 1].

【0012】このように構成したため、空気3の流速が
同じ条件下であっても、開口面積が管5の上端5aの開
口よりも大きなフード8を取り付けたことによって、管
5には〔実施の形態.1〕の場合よりも多くの空気3が
送り込まれ、管5の下端5bからは〔実施の形態.1〕
の場合よりも多くの気泡7を放出することができ、曝気
効果の向上を期待できる。
Due to this structure, even if the flow velocity of the air 3 is the same, the hood 8 having an opening area larger than the opening of the upper end 5a of the pipe 5 is attached to the pipe 5, so that Form. More air 3 is sent in than in the case of [1], and the [embodiment. 1]
More air bubbles 7 can be discharged than in the above case, and improvement of the aeration effect can be expected.

【0013】[0013]

【発明の効果】以上のように本発明の汚水滞留部の曝気
方法によれば、下水圧送管路に形成された汚水滞留部の
汚水面と前記管路の内周上部との間に前記管路の上流側
から下流側に向けて空気を送風し、この空気を汚水面の
上方で上流側に向いて開口した管の一端で受け、前記の
管の他端を汚水面の水面下で開放させ、管の前記一端か
ら入った空気を管の前記他端から汚水に放出して曝気す
るので、ポンプ停止中においても滞留している汚水中に
気相部の空気が混ぜ合わされて曝気され、これによって
硫化水素の発生を抑えることができるものである。
As described above, according to the aeration method of the sewage retention section of the present invention, the pipe is provided between the sewage surface of the sewage retention section formed in the sewage pumping pipeline and the upper part of the inner circumference of the pipeline. Air is blown from the upstream side to the downstream side of the passage, and this air is received at one end of the pipe that is open toward the upstream side above the wastewater surface, and the other end of the pipe is opened below the water surface of the wastewater surface. Then, the air entering from the one end of the pipe is discharged to the waste water from the other end of the pipe to aerate, so that the air in the gas phase portion is mixed and aerated in the waste water that remains even when the pump is stopped, This makes it possible to suppress the generation of hydrogen sulfide.

【0014】また、気相部の空気を液相部に送り込むた
めに特別な動力源を必要とせず、構成が簡単で、下水圧
送管路の途中で給電などが困難な場所においても実施が
可能である。
Further, no special power source is required to send the air in the gas phase into the liquid phase, the structure is simple, and it can be carried out even in a place where it is difficult to supply power in the middle of the sewer pressure supply pipeline. Is.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の〔実施の形態.1〕を示す断面図FIG. 1 shows an embodiment of the present invention. 1] Sectional view

【図2】図1のX−X′線に沿う矢視図FIG. 2 is an arrow view taken along line XX ′ in FIG.

【図3】本発明の〔実施の形態.2〕を示す断面図FIG. 3 shows an embodiment of the present invention. 2] Sectional view

【図4】図3のY−Y′線に沿う矢視図FIG. 4 is a view taken along the line YY ′ in FIG.

【図5】ポンプ停止中に発生する汚水滞留部の断面図FIG. 5 is a cross-sectional view of a sewage accumulating portion generated while the pump is stopped.

【符号の説明】[Explanation of symbols]

1 下水圧送管路 2 汚水滞留部 3 空気流 4 ポンプ停止中の汚水の水面 5 管 5a 管の上端 5b 管の下端 6 多孔質板 7 気泡 8 フード 1 Sewage pressure feeding pipe 2 Sewage retention part 3 Air flow 4 Water surface of wastewater while pump is stopped 5 Pipe 5a Pipe upper end 5b Pipe lower end 6 Porous plate 7 Bubble 8 Hood

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 下水圧送管路に形成された汚水滞留部の
汚水面と前記管路の内周上部との間に前記管路の上流側
から下流側に向けて空気を送風し、この空気を汚水面の
上方で上流側に向いて開口した管の一端で受け、前記の
管の他端を汚水面の水面下で開放させ、管の前記一端か
ら入った空気を管の前記他端から汚水に放出して曝気す
る下水圧送管路における汚水滞留部の曝気方法。
1. Air is blown from the upstream side to the downstream side of the pipeline between the sewage surface of the sewage retention section formed in the sewage pressure-feeding pipeline and the upper part of the inner circumference of the pipeline, and this air is blown. Is received at one end of the pipe that is open to the upstream side above the sewage surface, the other end of the pipe is opened below the water surface of the sewage surface, and the air entered from the one end of the pipe is supplied from the other end of the pipe. Aeration method of sewage retention part in sewage pressure transmission line which discharges and aerates sewage.
JP7969996A 1996-04-02 1996-04-02 Aeration method for waste water stagnation part in sewage force feed pipeline Pending JPH09268636A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7969996A JPH09268636A (en) 1996-04-02 1996-04-02 Aeration method for waste water stagnation part in sewage force feed pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7969996A JPH09268636A (en) 1996-04-02 1996-04-02 Aeration method for waste water stagnation part in sewage force feed pipeline

Publications (1)

Publication Number Publication Date
JPH09268636A true JPH09268636A (en) 1997-10-14

Family

ID=13697466

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7969996A Pending JPH09268636A (en) 1996-04-02 1996-04-02 Aeration method for waste water stagnation part in sewage force feed pipeline

Country Status (1)

Country Link
JP (1) JPH09268636A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007000809A (en) * 2005-06-24 2007-01-11 Shin Meiwa Ind Co Ltd Removal apparatus for odorous sulfur compound

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007000809A (en) * 2005-06-24 2007-01-11 Shin Meiwa Ind Co Ltd Removal apparatus for odorous sulfur compound

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