JP3943370B2 - Sewerage maintenance system - Google Patents

Sewerage maintenance system Download PDF

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Publication number
JP3943370B2
JP3943370B2 JP2001339733A JP2001339733A JP3943370B2 JP 3943370 B2 JP3943370 B2 JP 3943370B2 JP 2001339733 A JP2001339733 A JP 2001339733A JP 2001339733 A JP2001339733 A JP 2001339733A JP 3943370 B2 JP3943370 B2 JP 3943370B2
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JP
Japan
Prior art keywords
water
gate device
sewer pipe
maintenance system
sewerage
Prior art date
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Expired - Fee Related
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JP2001339733A
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Japanese (ja)
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JP2003138641A (en
Inventor
正和 中西
直樹 原
昭二 渡辺
剛 武本
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Hitachi Ltd
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Hitachi Ltd
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Priority to JP2001339733A priority Critical patent/JP3943370B2/en
Publication of JP2003138641A publication Critical patent/JP2003138641A/en
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Description

【0001】
【発明の属する技術分野】
本発明は、下水道施設の保守システムであり、特に下水道施設の下水管内に堆積する土砂等を排除することが可能な保守システムに関する。
【0002】
【従来の技術】
下水道施設では、下水管内の下水中に混入した土砂などが堆積すると、流下能力が低下し、閉塞するばかりでなく、悪臭や有毒ガスの発生防止等の維持管理に支障が生じるため、適宜、清掃や堆積物の排除を行い、管渠の流下能力を確保している。従来、下水管内に蓄積された堆積物の排除方法は、作業車、機械器具を用いた人手での作業であった。また、下水管に設けた流体噴出ノズルを駆動させることも提案されている(特開昭59−134244号公報参照)。
【0003】
【発明が解決しようとする課題】
下水管の清掃は作業者が道路上に機械器具を設置して作業することが多いので、場所によっては交通の支障となり、また、悪臭や騒音の発生、高圧水の使用等の危険な作業となり、交通への支障、作業員の安全性を考慮した堆積物排除が必要である。そして、流体噴出ノズルを駆動させる方式は、使用する流体をどのようにして確保するかという問題が有った。
【0004】
本発明は、従来の問題を解決するものであり、下水管内の堆積物質の排除を人力に頼ることなく、遠方からの操作でゲートを自動または手動で開閉をすることにより排除することができ、また、悪臭や有毒ガスに発生、高圧水の使用等の危険性はなく、そして、使用する流体の確保を不要とした下水道施設の保守システムを提供することを目的とする。
【0005】
【課題を解決するための手段】
本発明は、下水道施設の下水管内及び吐き室に設置され、下水管内の水流を堰とめて堆積物質を排除する遮集水を確保するゲート装置と、該ゲート装置による堰とめを開放して確保した遮集水を流す手段と、前記ゲート装置によって下水管内の目標水位を維持しながら、水位計の信号と連動させて前記ゲート装置を開閉し、下水下水管内から越流させないように、又は前記吐き室の合流水が越流堰を越えないように制御する手段とを備える下水道施設の保守システムである。
【0008】
また、本発明は、下水道施設の下水管内及び吐き室に設置され、下水管内の水流を堰とめて堆積物質を排除する遮集水を確保するゲート装置と、該ゲート装置による堰とめを開放して確保した遮集水を流す手段と、気象情報により雨が降る可能性があるか判別し、降雨有である時は、前記ゲート装置により遮集水を確保し、目標水位に達したとき確保した水量を放流する排除運転を行う手段とを備える下水道施設の保守システムである。
【0009】
【発明の実施の形態】
本発明の実施の形態を説明する。
以下、本発明の下水道施設の保守システムの一実施例について、図1〜図3を用いて説明する。図1は、実施例の下水道施設の保守システムの構成説明図である。図2は、実施例の下水道施設の保守システムにおける堆積物質排除実行フローの一例の説明図である。図3は、実施例の下水道施設の保守システムにおける支線及び幹線の堆積物質排除実行フローの一例の説明図である。
【0010】
実施例を説明する。本実施例の下水道施設の保守システムは、図1に示すように、ゲート11a、11b、11e、1f、モータ12a、12b、12e、12f、水位計13a、13b、13e、13f、越流堰14e、14f及び排除制御室用装置2とからなる。排除制御室用装置2は、排除運転指示部及び排除運転管理部を有しており、ゲート装置による下水管内の目標水位を維持しながら、水位計の信号と連動させて下水を下水管内から越流させないように制御する。
【0011】
本実施例の保守システムの対象となる下水道施設は、汚水と雨水からなる合流水5c〜5fを同一の管で収集、処理を行う合流式下水道に適用した管渠施設であり、幹線31、支線32e、32f及びポンプ所41c、41d、吐き室(分水槽)42e、42f、送水用ポンプ43c、43d等を備えている。幹線31は、ポンプ所41c、41d間を、支線32e、32fは、それぞれ吐き室(分水槽)42e、42f−幹線31間をつないでいる。ポンプ所41c、41dにはそれぞれ送水用ポンプ43c、43dが設置されており、ポンプ所41dの送水用ポンプ43dにより、合流水5dは処理場(図示せず)へ送られる。吐き室(分水槽)42e、42fは、合流水5e、5fを処理場におくる水と河川に放流する水を分ける。
【0012】
幹線31には、支線32e、32fとの合流点の直前にそれぞれゲート11a、11b、モータ12a、12b、水位計13a、13bが配置される。吐き室(分水槽)42e、42fには、それぞれゲート11e、11f、モータ12e、12f、水位計13e、13f、越流堰14e、14fが設置される。
【0013】
実施例の下水道施設の保守システムにおける支線32e内の堆積物質を排除する動作を説明する。堆積物質排除時に、排除制御室用装置2からの信号によりモータ12eと連動させゲート11eを遮蔽して合流水を確保し、そして、目標水位に達した時、水位計13eからの信号によりモータ12eと連動させてゲート11eを開放して、確保した水量を放流させ、支線32e内の堆積物質を排除する。なお、合流水5eが越流堰14eを越え自然越流水として排水しないようにする。
【0014】
同様に、幹線31や支線32f内の堆積物質を排除する際は、それぞれゲート11a、11b、11f、モータ12a、12b、12f、水位計13a、13b、13fを動作させる。幹線31内に2つゲート11a、11bがあるのは、幹線31内をゲート11a、11bにより分割することにより排除効率を上げるためであり、線長が長くなるほどゲートの数を多くするのが好ましい。
【0015】
実施例の下水道施設の保守システムにおける排除制御室用装置2を説明する。排除制御室用装置2の排除運転指示部は気象情報や自動又は手動命令、水位計13a〜13fからの水位情報を受取り、排除運転管理部は、ゲートの開閉をコントロールする。具体的には、気象情報や自動又は手動命令を受け、また、水位計13a〜13fから目標水位に達したとの情報を受取り、モータ12a〜12fを動作させてゲート11a〜11fを開放させる。
【0016】
実施例の下水道施設の保守システムにおける堆積物質排除の実行フローの一例について、図2を用いて説明する。
S101 スタートする。
S102 気象情報により数日後に雨が降る可能性があるか判し、降雨有であればステップS121に進み、降雨無であればステップS111に進む。
S111 前回の排除実行からの経過日が10日以上であるか判断し、10日経過していればステップS121に進み、10日未満であるとステップ102に戻る。
S121 排除運転を実行する。排除運転は、支線、幹線の順に行い、ステップS102に戻る。
このようにして、実施例の下水道施設の保守システムにおける堆積物質排除を実行することができる。
【0017】
実施例の下水道施設の保守システムにおける排除運転実行手順について、図3を用いて具体的に説明する。
S201 支線32e、32fに関する排除を行う。支線32e、支線32fの順に行う。
S202 ゲート11eを閉じる。
S203 目標水位に到達する。
S204 ゲート11eを開放する。
S205 ゲート11fを閉じる。
S206 目標水位に到達する。
S207 ゲート11fを開放する。
S211 幹線31に関する排除を行う。
S212 ゲート11aを閉じる。
S213 目標水位に到達する。
S214 ゲート11aを開放する。
S215 ゲート11bを閉じる。
S216 目標水位に到達する。
S217 ゲート11bを開放する。
このようにして、支線32e、32f及び幹線31の堆積物質の排除運転を実行することができる。
【0018】
なお、上記実施例では合流式下水道のへの適用事例で説明したが、分流式の汚水管にも適用できる。
【0019】
【発明の効果】
本発明によれば、下水管内の堆積物質の排除を人力に頼ることなく、遠方からの操作でゲートを自動または手動で開閉をすることにより定期的に排除することができるため水質を改善することができる。また、悪臭や有毒ガスに発生、高圧水の使用等の危険性はなく、そして、使用する流体の確保を不要とした下水道施設の保守システムを得ることができる。
【図面の簡単な説明】
【図1】実施例の下水道施設の保守システムの構成説明図。
【図2】実施例の下水道施設の保守システムにおける堆積物質排除実行フローの一例の説明図。
【図3】実施例の下水道施設の保守システムにおける支線及び幹線の堆積物質排除実行フローの一例の説明図。
【符号の説明】
11a〜11f ゲート
12a〜12f モータ
13a〜13f 水位計
14e、14f 越流堰
2 排除制御室用装置
31 幹線
32e、32f 支線
41c、41d ポンプ所
42c、42d 吐き室(分水槽)
43c、43d 送水用ポンプ
5c〜5f 合流水
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a maintenance system for a sewerage facility, and more particularly to a maintenance system capable of removing sediment and the like accumulated in a sewer pipe of a sewerage facility.
[0002]
[Prior art]
In sewerage facilities, sediments mixed in the sewage in the sewer pipe will not only flow down, but will not only block but also prevent maintenance such as the generation of odors and toxic gases. And sediments are removed to ensure the flow capacity of the pipes. Conventionally, the method for removing the sediment accumulated in the sewage pipe has been a manual operation using a work vehicle or a machine tool. It has also been proposed to drive a fluid ejection nozzle provided in a sewage pipe (see JP 59-134244 A).
[0003]
[Problems to be solved by the invention]
Cleaning the sewage pipes is often performed by workers installing machinery and equipment on the road, which may impede traffic depending on the location, and may cause dangerous work such as the generation of odors and noise, and the use of high-pressure water. In addition, it is necessary to eliminate deposits in consideration of traffic obstacles and worker safety. And the system which drives a fluid ejection nozzle had the problem of how to ensure the fluid to be used.
[0004]
The present invention solves the conventional problem, and can be eliminated by automatically or manually opening and closing the gate by operation from a distance without relying on human power to eliminate the deposited material in the sewer pipe, It is another object of the present invention to provide a maintenance system for a sewerage facility that does not cause dangers such as generation of bad odors and toxic gases, use of high-pressure water, etc., and does not require securing a fluid to be used.
[0005]
[Means for Solving the Problems]
The present invention provides a gate device that is installed in a sewer pipe and a discharge chamber of a sewerage facility, secures intercepted water that stops the water flow in the sewer pipe and removes deposited substances, and opens and secures the weir crest by the gate device. means for flowing the the shield catchment, while maintaining the target level of the sewer pipe by said gate device, said gate device to open and close in conjunction with the signal of water level gauge, so as not to flow Yue sewage from sewer pipe, or And a means for controlling the combined water in the discharge chamber so as not to cross the overflow weir .
[0008]
The present invention also provides a gate device that is installed in a sewer pipe and a discharge chamber of a sewerage facility, secures intercepted water that stops the water flow in the sewer pipe and eliminates accumulated substances, and opens the weir stopper by the gate device. It is determined whether there is a possibility of rain by means of flowing intercepted water and meteorological information, and when rain is present, intercepted water is secured by the gate device and secured when the target water level is reached. A sewerage facility maintenance system comprising a means for performing an exclusion operation for discharging the amount of water discharged.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described.
Hereinafter, an embodiment of a maintenance system for a sewerage facility according to the present invention will be described with reference to FIGS. FIG. 1 is a configuration explanatory diagram of a maintenance system for a sewerage facility according to an embodiment. FIG. 2 is an explanatory diagram of an example of the execution flow of depositing substance removal in the maintenance system for the sewerage facility according to the embodiment. FIG. 3 is an explanatory diagram of an example of the execution flow for removing accumulated substances from branch lines and trunk lines in the maintenance system for the sewerage facility according to the embodiment.
[0010]
Examples will be described. Maintenance system of sewage facilities of the present embodiment, as shown in FIG. 1, the gate 11a, 11b, 11e, 1 1 f, the motor 12a, 12b, 12e, 12f, water level gauge 13a, 13b, 13e, 13f, overflow It consists of the weirs 14e, 14f and the device 2 for the exclusion control room. The exclusion control room device 2 has an exclusion operation instruction unit and an exclusion operation management unit. While maintaining the target water level in the sewage pipe by the gate device, the sewage is passed from the sewage pipe in conjunction with the signal of the water level gauge. Control so that it does not flow.
[0011]
The sewerage facility that is the target of the maintenance system of the present embodiment is a pipe facility that is applied to the combined sewerage system that collects and processes the combined water 5c to 5f composed of sewage and rainwater in the same pipe, and includes the trunk line 31 and the branch line. 32e, 32f, pump stations 41c, 41d, discharge chambers (water tanks) 42e, 42f, water supply pumps 43c, 43d, and the like. The trunk line 31 connects the pump stations 41c and 41d, and the branch lines 32e and 32f connect the discharge chambers (water tanks) 42e and 42f to the trunk line 31, respectively. The pump stations 41c and 41d are provided with water pumps 43c and 43d, respectively, and the combined water 5d is sent to a treatment plant (not shown) by the water pump 43d at the pump station 41d. The discharge chambers (water-dividing tanks) 42e and 42f divide the water that flows the combined water 5e and 5f into the treatment plant and the water that is discharged into the river.
[0012]
In the trunk line 31, gates 11a and 11b, motors 12a and 12b, and water level gauges 13a and 13b are respectively arranged immediately before the junction with the branch lines 32e and 32f. Gates 11e and 11f, motors 12e and 12f, water level gauges 13e and 13f, and overflow weirs 14e and 14f are installed in the discharge chambers (water-dividing tanks) 42e and 42f, respectively.
[0013]
The operation | movement which excludes the depositing substance in the branch line 32e in the maintenance system of the sewerage facility of an Example is demonstrated. When depositing substances are excluded, the gate 12e is shielded by interlocking with the motor 12e by a signal from the device 2 for exclusion control room, and the combined water is secured. When the target water level is reached, the motor 12e is received by a signal from the water level gauge 13e. In conjunction with this, the gate 11e is opened to discharge the reserved amount of water, and the accumulated substances in the branch line 32e are eliminated. Note that the combined water 5e does not drain over the overflow dam 14e as natural overflow water.
[0014]
Similarly, when removing the deposited substances in the main line 31 and the branch line 32f, the gates 11a, 11b, 11f, the motors 12a, 12b, 12f, and the water level gauges 13a, 13b, 13f are operated. The reason why there are two gates 11a and 11b in the trunk line 31 is to increase the rejection efficiency by dividing the trunk line 31 by the gates 11a and 11b, and it is preferable to increase the number of gates as the line length increases. .
[0015]
The apparatus 2 for exclusion control rooms in the maintenance system of a sewerage facility of an Example is demonstrated. The exclusion operation instruction unit of the exclusion control room device 2 receives weather information, automatic or manual instructions, and water level information from the water level gauges 13a to 13f, and the exclusion operation management unit controls the opening and closing of the gate. Specifically, it receives weather information or an automatic or manual command, receives information that the target water level has been reached from the water level gauges 13a to 13f, operates the motors 12a to 12f, and opens the gates 11a to 11f.
[0016]
An example of an execution flow of depositing substance removal in the maintenance system of the sewerage facility of the embodiment will be described with reference to FIG.
S101 Start.
S102 It is determined from the weather information whether there is a possibility that it will rain several days later. If there is rain, the process proceeds to step S121, and if there is no rain, the process proceeds to step S111.
S111: It is determined whether the elapsed date from the previous exclusion execution is 10 days or more. If 10 days have elapsed, the process proceeds to step S121, and if it is less than 10 days, the process returns to step 102.
S121 Exclusion operation is performed. The exclusion operation is performed in the order of the branch line and the trunk line, and the process returns to step S102.
In this way, it is possible to carry out the sediment removal in the maintenance system of the sewerage facility of the embodiment.
[0017]
The exclusion operation execution procedure in the maintenance system of the sewerage facility of the embodiment will be specifically described with reference to FIG.
S201 Excludes the branch lines 32e and 32f. It carries out in order of the branch line 32e and the branch line 32f.
S202 The gate 11e is closed.
S203 The target water level is reached.
S204: The gate 11e is opened.
S205 The gate 11f is closed.
S206 The target water level is reached.
S207 The gate 11f is opened.
S211 Excludes the main line 31.
S212 The gate 11a is closed.
S213 The target water level is reached.
S214: The gate 11a is opened.
S215: The gate 11b is closed.
S216 The target water level is reached.
S217: The gate 11b is opened.
In this way, it is possible to execute the operation of removing the deposited substances on the branch lines 32e and 32f and the main line 31.
[0018]
In addition, although the said Example demonstrated in the application example to a combined sewer, it is applicable also to a shunt type sewage pipe.
[0019]
【The invention's effect】
According to the present invention, water quality can be improved because the gate can be removed periodically by opening or closing the gate automatically or manually by operation from a distance without relying on human power to eliminate sediment in the sewer pipe. Can do. Moreover, there is no danger of generation of bad odors or toxic gases, use of high-pressure water, etc., and a sewerage facility maintenance system that does not require securing of the fluid to be used can be obtained.
[Brief description of the drawings]
FIG. 1 is a configuration explanatory diagram of a maintenance system for a sewer facility in an embodiment.
FIG. 2 is an explanatory diagram of an example of a deposition substance removal execution flow in the maintenance system of the sewerage facility according to the embodiment.
FIG. 3 is an explanatory diagram of an example of an execution flow for removing accumulated substances on branch lines and main lines in the maintenance system for a sewerage facility in the embodiment.
[Explanation of symbols]
11a to 11f Gates 12a to 12f Motors 13a to 13f Water level gauges 14e and 14f Overflow weir 2 Exclusion control room device 31 Trunk line 32e and 32f Branch lines 41c and 41d Pump stations 42c and 42d Discharge chamber (water tank)
43c, 43d Water supply pumps 5c to 5f Combined water

Claims (2)

下水道施設の下水管内及び吐き室に設置され、下水管内の水流を堰とめて堆積物質を排除する遮集水を確保するゲート装置と、該ゲート装置による堰とめを開放して確保した遮集水を流す手段と、前記ゲート装置によって下水管内の目標水位を維持しながら、水位計の信号と連動させて前記ゲート装置を開閉し、下水下水管内から越流させないように、又は前記吐き室の合流水が越流堰を越えないように制御する手段とを備えることを特徴とする下水道施設の保守システム。A gate device that is installed in the sewer pipe and discharge chamber of the sewerage facility and secures intercepted water that keeps the water flow in the sewer pipe to weir and removes the deposited material, and intercepted water that is secured by opening the weir seam by the gate device means for flowing the while maintaining a target level of the sewage pipe by said gate device, said gate device to open and close in conjunction with the signal of water level gauge, so as not to flow Yue sewage from sewer pipe, or of the discharge chamber And a means for controlling the combined water so that it does not cross the overflow weir . 下水道施設の下水管内及び吐き室に設置され、下水管内の水流を堰とめて堆積物質を排除する遮集水を確保するゲート装置と、該ゲート装置による堰とめを開放して確保した遮集水を流す手段と、気象情報により雨が降る可能性があるか判別し、降雨有である時は、前記ゲート装置により遮集水を確保し、目標水位に達したとき確保した水量を放流する排除運転を行う手段とを備えることを特徴とする下水道施設の保守システム。Installed in sewer pipe and overflow chamber of sewerage systems, and a gate device for securing the shield current water to eliminate the deposited material dammed water flow sewer pipe, shielding catchment secured by opening the dam and fit by the gate device It is determined whether there is a possibility of rain according to the means of flowing water and meteorological information, and when there is rain, the gate device secures intercepted water and eliminates the amount of water secured when the target water level is reached A sewerage facility maintenance system comprising: means for operating.
JP2001339733A 2001-11-05 2001-11-05 Sewerage maintenance system Expired - Fee Related JP3943370B2 (en)

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Publication number Priority date Publication date Assignee Title
CN111542850A (en) * 2017-11-14 2020-08-14 艾姆奈特有限公司 System and method for AGENT-based control of sewers using probabilistic predictions

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111542850A (en) * 2017-11-14 2020-08-14 艾姆奈特有限公司 System and method for AGENT-based control of sewers using probabilistic predictions
EP3676790A4 (en) * 2017-11-14 2021-09-08 Emnet, LLC Systems and methods using probabilistic forecast for agent-based control of sewers
CN111542850B (en) * 2017-11-14 2023-06-13 艾姆奈特有限公司 System and method for AGENT-based control of sewer using probabilistic prediction
US11781306B2 (en) 2017-11-14 2023-10-10 Xylem Vue Inc. Systems and methods using probabilistic forecast for agent-based control of sewers

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