JP3560463B2 - Air injection method for sewage line of manhole pump - Google Patents

Air injection method for sewage line of manhole pump Download PDF

Info

Publication number
JP3560463B2
JP3560463B2 JP05871398A JP5871398A JP3560463B2 JP 3560463 B2 JP3560463 B2 JP 3560463B2 JP 05871398 A JP05871398 A JP 05871398A JP 5871398 A JP5871398 A JP 5871398A JP 3560463 B2 JP3560463 B2 JP 3560463B2
Authority
JP
Japan
Prior art keywords
sewage
valves
manhole
air
manhole pump
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 - Fee Related
Application number
JP05871398A
Other languages
Japanese (ja)
Other versions
JPH11256671A (en
Inventor
一 二宮
孝敏 越智
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 JP05871398A priority Critical patent/JP3560463B2/en
Publication of JPH11256671A publication Critical patent/JPH11256671A/en
Application granted granted Critical
Publication of JP3560463B2 publication Critical patent/JP3560463B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、マンホールポンプを用いた下水圧送管路における下水管路内への空気注入方法に関する。
【0002】
【従来の技術】
下水道管路では下水中の微生物によって硫酸塩が還元され硫化水素が発生する場合があり、硫化水素は悪臭やコンクリート腐食の原因となる。
【0003】
この硫化水素の発生は一般に酸素が供給されない圧送管路内で顕著であり、一部では悪臭やコンクリートの腐食に関する問題も顕在化してきている。
このため、硫化水素の発生防止ないしは除去策として、圧送管路内への空気注入法が一般的に行なわれている。
【0004】
【発明が解決しようとする課題】
ところで、圧送管路内へ空気注入を行なうためには下水圧送ポンプと共にコンプレッサを必要とし、下水圧送ポンプ近傍にコンプレッサの設置場所を必要とする。
【0005】
従って、ポンプ場に設置されている標準ポンプの場合は、コンプレッサの設置場所も容易に確保でき、またコンプレッサ稼動中のメンテナンスも容易に行なえるが、マンホールポンプを用いた下水圧送管の場合、ポンプはマンホール内に設置されているため、コンプレッサの適当な設置場所がなく、また気密室などをマンホール内に設けてコンプレッサを設置したとしても、メンテナンスが実質的に不可能となる問題があり、マンホールポンプによる下水圧送管路の場合、空気注入法による硫化水素対策は実施が困難となる問題があった。
【0006】
この発明は上記問題を解消することを目的としてなされたものであり、マンホールポンプによる下水圧送管の場合でも充分に空気を注入できる方法を提供することを目的としてなされたものである。
【0007】
【課題を解決するための手段】
この目的を達成するため、本発明ではマンホールポンプから下水が供給される下水圧送管路の直立部分にバイパス経路を設け、該バイパス経路の前記下水圧送管路の下部連通部と上部連通部とにそれぞれ第一と第二の開閉弁を設け、一方前記バイパス経路の上下端にマンホール内に開通する第三と第四の開閉弁とをそれぞれ別に設け、前記マンホールポンプ稼働中に前記バイパス経路内に下水が満たされていない場合は前記第一と第二の開閉弁を開、前記第三と第四の開閉弁を閉とし、前記バイパス経路内に下水が満たされた場合は、前記第一と第二の開閉弁を閉、前記第三と第四の開閉弁を開とすることによって、前記第一と第二の開閉弁の開時に下水圧送管路内に空気を強制注入するように構成した。
【0008】
この発明によれば、バイパス経路内に滞留する空気がバイパス内に流れ込む下水の水位上昇に伴って下水圧送管内に強制的に注入されていくため、コンプレッサ等を用いなくても下水圧送管内に強制的に空気を注入可能となる。
【0009】
また、コンプレッサなどの機械装置を使用しないので、メンテナンスも必要がない。
【0010】
【発明の実施の形態】
次に、この発明のマンホールポンプの下水圧送管路における空気注入方法の実施の形態について説明する。
【0011】
図1はこの発明の方法を実施するための装置の一実施の形態の断面図である。図1において、下水圧送管路1は、始端にマンホールポンプ2が設けられ、マンホール3から直立部1Aを経て次のマンホールあるいは最終処理場(図示省略)へ下水を圧送するようにされている。
【0012】
上記下水圧送管路1の直立部1Aにはバイパス管4が設けられ、該バイパス管4の前記下水圧送管路1への下部連通部4Aと上部連通部4Bとにそれぞれ第一と第二の開閉弁5A、5Bが設けられている。
【0013】
一方前記バイパス管4の上下端にマンホール3内に開通する第三と第四の開閉弁6A、6Bとがそれぞれ別に設けられている。
また、前記バイパス管4内には上下に水位センサ7A、7Bが設置され、このセンサからの情報により開閉弁5A、5B、6A、6Bの開閉制御を行なう制御装置8が設けられている。
【0014】
次に上記管系における空気注入法について説明する。
図2〜図5は本発明の実施プロセスの説明断面図である。なお、図2〜図5において弁を示す記号の内、白く抜いた弁記号を開、黒く塗りつぶした弁記号を閉の状態とする。
【0015】
図2はバイパス管4内に下水が満たされていない状態を示し開閉弁5A、5B、6A、6Bは全部閉とされている。
この状態でマンホールポンプ2を駆動すると、下水Wは直立部1Aを経て外部へ圧送される。
【0016】
この状態のとき、水位低下を検知したセンサ7Aにより制御装置8はバイパス管4の第一、第二の開閉弁5A、5Bを開、第三と第四の開閉弁6A、6Bを閉とする。
【0017】
図3に示すように、第一の開閉弁5Aから下水Wが流入すると同時に第二の開閉弁5Bからバイパス管4に流入した下水量に応じて空気が押し出され、圧送される下水中に流れ込んでいく。
【0018】
図4に示すようにバイパス管4内の水位が上昇し上部センサ7Bに達すれば、制御装置8はバイパス管4の第一、第二の開閉弁5A、5Bを閉、第三と第四の開閉弁6A、6Bを開とする。
【0019】
これによって、図5に示すようにバイパス管4内の下水Wが第三の開閉弁6Aからマンホール3内に流下し第四の開閉弁6Bから空気がバイパス管4内に入り込み図2の状態に戻る。
【0020】
従って、図2〜図5の状態を繰り返すことで、下水圧送管1内に空気が図3に示す状態から図4に示す状態までの間注入されて行くのである。
上記実施の形態では一本のバイパス管4を設け、間欠的に空気注入する場合を示したが、図6に示すように下水圧送管1の直立部1Aの両側にバイパス管4、4を設け、これらバイパス管の間で開閉弁5A〜6Bの開閉タイミングを逆位相として制御すれば途切れなく下水圧送管内に空気注入を行なうことができる。
【0021】
【発明の効果】
以上説明したようにこの発明の方法によれば、バイパス管を下水圧送管に併設しこれらに設けた開閉弁の操作のみで空気を下水圧送管路内に注入でき、コンプレッサなどの装置を必要とすることなく下水圧送管路内へ注入できる。
【0022】
また、空気注入は水圧差を利用し空気注入のための動力は全く用いないのでメンテナンスなども不要となる。
従ってマンホールポンプの下水圧送管であっても空気注入が行なえ硫化水素の発生が有効に防止できる。
【図面の簡単な説明】
【図1】この発明の方法を実施する装置の一実施の形態の断面図である。
【図2】この発明の方法のプロセス説明図である。
【図3】この発明の方法のプロセス説明図である。
【図4】この発明の方法のプロセス説明図である。
【図5】この発明の方法のプロセス説明図である。
【図6】この発明の方法を実施する装置の他の実施の形態の断面図である。
【符号の説明】
1 下水圧送管路
1A 直立部
2 マンホールポンプ
3 マンホール
4 バイパス管
4A 下部連通部
4B 上部連通部
5A 第一の開閉弁
5B 第二の開閉弁
6A 第三の開閉弁
6B 第四の開閉弁
7A 下部水位センサ
7B 上部水位センサ
8 制御装置
W 下水
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for injecting air into a sewage pipeline in a sewage pressure pipeline using a manhole pump.
[0002]
[Prior art]
In sewer pipes, sulfates may be reduced by microorganisms in the sewage to generate hydrogen sulfide, and hydrogen sulfide causes a bad smell and corrosion of concrete.
[0003]
In general, the generation of hydrogen sulfide is remarkable in a pressure-feeding pipeline to which oxygen is not supplied, and in some cases, problems related to bad smell and corrosion of concrete have also become apparent.
For this reason, as a measure for preventing or removing hydrogen sulfide, a method of injecting air into a pressure feed line is generally used.
[0004]
[Problems to be solved by the invention]
By the way, in order to inject air into the pressure feeding pipeline, a compressor is required together with the sewage pressure pump, and a place for installing the compressor near the sewage pressure pump is required.
[0005]
Therefore, in the case of the standard pump installed in the pumping station, the installation location of the compressor can be easily secured and the maintenance during the operation of the compressor can be easily performed. Is installed in the manhole, there is no suitable place to install the compressor, and even if an airtight room is installed in the manhole and the compressor is installed, there is a problem that maintenance becomes practically impossible. In the case of a sewage pumping line using a pump, there was a problem that it was difficult to take measures against hydrogen sulfide by the air injection method.
[0006]
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and has as its object to provide a method capable of sufficiently injecting air even in the case of a sewage pumping pipe using a manhole pump.
[0007]
[Means for Solving the Problems]
In order to achieve this object, in the present invention, a bypass path is provided in an upright portion of a sewage pumping line to which sewage is supplied from a manhole pump, and a lower communication portion and an upper communication portion of the sewage pumping line of the bypass path are provided. First and second on-off valves are provided, respectively, while third and fourth on-off valves that open into the manhole at the upper and lower ends of the bypass path are provided separately, and the third and fourth on-off valves are provided in the bypass path during operation of the manhole pump. When the sewage is not filled, the first and second on-off valves are opened, the third and fourth on-off valves are closed, and when the sewage is filled in the bypass path, the first and second on-off valves are closed. By closing the second on-off valve and opening the third and fourth on-off valves, the air is forcibly injected into the sewage pipeline when the first and second on-off valves are open. did.
[0008]
According to the present invention, the air remaining in the bypass passage is forcibly injected into the sewage pressure feed pipe as the level of sewage flowing into the bypass rises, so that the air is forced into the sewage pressure feed pipe without using a compressor or the like. It becomes possible to inject air.
[0009]
Also, since no mechanical device such as a compressor is used, no maintenance is required.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
Next, an embodiment of a method for injecting air into a sewage line of a manhole pump according to the present invention will be described.
[0011]
FIG. 1 is a sectional view of an embodiment of an apparatus for carrying out the method of the present invention. In FIG. 1, a manhole pump 2 is provided at a start end of a sewage pumping line 1, and sewage is pumped from a manhole 3 to a next manhole or a final treatment plant (not shown) via an upright portion 1A.
[0012]
A bypass pipe 4 is provided in the upright portion 1A of the sewage pipe 1 and a first and a second communication section 4A and an upper communication section 4B of the bypass pipe 4 with the sewage pipe 1 respectively. On-off valves 5A and 5B are provided.
[0013]
On the other hand, the upper and lower ends of the bypass pipe 4 are provided with third and fourth on-off valves 6A and 6B, respectively, which open into the manhole 3.
In the bypass pipe 4, water level sensors 7A and 7B are provided above and below, and a control device 8 for controlling the opening and closing of the on-off valves 5A, 5B, 6A and 6B based on information from these sensors is provided.
[0014]
Next, the air injection method in the above-mentioned pipe system will be described.
2 to 5 are explanatory sectional views of the process of the present invention. In FIGS. 2 to 5, among the symbols indicating the valves, the valve symbols that are drawn white are open, and the valve symbols that are blackened are closed.
[0015]
FIG. 2 shows a state in which the bypass pipe 4 is not filled with sewage, and the on-off valves 5A, 5B, 6A, and 6B are all closed.
When the manhole pump 2 is driven in this state, the sewage W is pumped to the outside via the upright portion 1A.
[0016]
In this state, the control device 8 opens the first and second on-off valves 5A and 5B of the bypass pipe 4 and closes the third and fourth on-off valves 6A and 6B by the sensor 7A that detects the water level drop. .
[0017]
As shown in FIG. 3, at the same time as the sewage W flows in from the first on-off valve 5A, air is pushed out according to the amount of sewage flowing into the bypass pipe 4 from the second on-off valve 5B, and flows into the sewage to be pumped. Go out.
[0018]
As shown in FIG. 4, when the water level in the bypass pipe 4 rises and reaches the upper sensor 7B, the control device 8 closes the first and second on-off valves 5A and 5B of the bypass pipe 4, and the third and fourth valves. The on-off valves 6A and 6B are opened.
[0019]
As a result, as shown in FIG. 5, the sewage W in the bypass pipe 4 flows down from the third on-off valve 6A into the manhole 3, and the air from the fourth on-off valve 6B enters the bypass pipe 4 to reach the state shown in FIG. Return.
[0020]
Therefore, by repeating the states of FIGS. 2 to 5, air is injected into the sewage pressure feed pipe 1 from the state shown in FIG. 3 to the state shown in FIG.
In the above embodiment, the case where one bypass pipe 4 is provided and air is intermittently injected is shown. However, as shown in FIG. 6, the bypass pipes 4 and 4 are provided on both sides of the upright portion 1A of the sewage pressure feed pipe 1. If the opening and closing timing of the on-off valves 5A to 6B is controlled in opposite phases between these bypass pipes, air can be continuously injected into the sewage pressure feeding pipe.
[0021]
【The invention's effect】
As described above, according to the method of the present invention, the bypass pipe is provided in parallel with the sewage pressure feed pipe, and air can be injected into the sewage pressure feed pipe only by operating the on-off valve provided therein, and a device such as a compressor is required. Can be injected into the sewage pumping line without performing
[0022]
Further, since air injection uses a water pressure difference and does not use any power for air injection, no maintenance or the like is required.
Therefore, air injection can be performed even in a sewage pressure pipe of a manhole pump, and generation of hydrogen sulfide can be effectively prevented.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of an embodiment of an apparatus for performing the method of the present invention.
FIG. 2 is a process explanatory view of the method of the present invention.
FIG. 3 is a process explanatory view of the method of the present invention.
FIG. 4 is a process explanatory diagram of the method of the present invention.
FIG. 5 is a process explanatory diagram of the method of the present invention.
FIG. 6 is a cross-sectional view of another embodiment of an apparatus for performing the method of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Sewage pressure feed line 1A Upright part 2 Manhole pump 3 Manhole 4 Bypass pipe 4A Lower communication part 4B Upper communication part 5A First on-off valve 5B Second on-off valve 6A Third on-off valve 6B Fourth on-off valve 7A Lower part Water level sensor 7B Upper water level sensor 8 Control device W Sewage

Claims (1)

マンホールポンプから下水が供給される下水圧送管路の直立部分にバイパス経路を設け、該バイパス経路の前記下水圧送管路の下部連通部と上部連通部とにそれぞれ第一と第二の開閉弁を設け、一方前記バイパス経路の上下端にマンホール内に開通する第三と第四の開閉弁とをそれぞれ別に設け、前記マンホールポンプ稼働中に前記バイパス経路内に下水が満たされていない場合は前記第一と第二の開閉弁を開、前記第三と第四の開閉弁を閉とし、前記バイパス経路内に下水が満たされた場合は、前記第一と第二の開閉弁を閉、前記第三と第四の開閉弁を開とすることによって、前記第一と第二の開閉弁の開時に下水圧送管路内に空気を強制注入することを特徴とするマンホールポンプの下水圧送管路における空気注入方法。A bypass path is provided in an upright portion of a sewage pressure feed line to which sewage is supplied from a manhole pump, and first and second on-off valves are respectively provided in a lower communication portion and an upper communication portion of the sewage pressure feed line in the bypass route. On the other hand, third and fourth on-off valves that open into the manhole at the upper and lower ends of the bypass path are separately provided, and the sewage is not filled in the bypass path during the operation of the manhole pump when the manhole pump is not filled with sewage. Opening the first and second on-off valves, closing the third and fourth on-off valves, and closing the first and second on-off valves when the bypass path is filled with sewage, By opening the third and fourth on-off valves, the forcible injection of air into the sewage pressure-feeding line when the first and second on-off valves are opened. Air injection method.
JP05871398A 1998-03-11 1998-03-11 Air injection method for sewage line of manhole pump Expired - Fee Related JP3560463B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05871398A JP3560463B2 (en) 1998-03-11 1998-03-11 Air injection method for sewage line of manhole pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05871398A JP3560463B2 (en) 1998-03-11 1998-03-11 Air injection method for sewage line of manhole pump

Publications (2)

Publication Number Publication Date
JPH11256671A JPH11256671A (en) 1999-09-21
JP3560463B2 true JP3560463B2 (en) 2004-09-02

Family

ID=13092146

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05871398A Expired - Fee Related JP3560463B2 (en) 1998-03-11 1998-03-11 Air injection method for sewage line of manhole pump

Country Status (1)

Country Link
JP (1) JP3560463B2 (en)

Also Published As

Publication number Publication date
JPH11256671A (en) 1999-09-21

Similar Documents

Publication Publication Date Title
ATE222979T1 (en) WASTEWATER LIFTING PLANT
JP3560463B2 (en) Air injection method for sewage line of manhole pump
WO2004011378A3 (en) Ozone purification system for water
JP4348067B2 (en) Fuel cell system
JP2929039B2 (en) How to clean the water pipe
CN114101240A (en) Automatic dredging system and method for vacuum pump station
JPH11293762A (en) Force feed equipment for sewage water
KR100943598B1 (en) A Siphon Waterway Pipe for Alleviating Foam Formation
CN204661384U (en) Biological sewage treatment device
KR100493195B1 (en) Water supply system
JP3657429B2 (en) Ozone water production equipment
JPH10204967A (en) Vacuum sewerage system and manhole pump unit
JP2777872B2 (en) River water reuse method and reuse device
JP2003003555A (en) Drainage system
JP3565599B2 (en) Automatic water supply
CN106705074B (en) A kind of urgent switching shunting device
KR200206348Y1 (en) Apparatus for automatic control air pressure of rubber dam
JPH11172756A (en) Method for controlling injection of air into sewer force-feed pipe
JPH08189063A (en) Automatic water supply system
JPH09137495A (en) Vacuum sewage-collecting equipment
KR100325625B1 (en) Bubble remove device of chemical dispense apparatus
JPH05161888A (en) System for improving water in pond or lake
JP2003074092A (en) Removing method of enclosure in pipe
KR200338739Y1 (en) Silt excluding system
JPH08134969A (en) Water supply device

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040416

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040427

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040525

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080604

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090604

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100604

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100604

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110604

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120604

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130604

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140604

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees