JPS6323335B2 - - Google Patents

Info

Publication number
JPS6323335B2
JPS6323335B2 JP15562679A JP15562679A JPS6323335B2 JP S6323335 B2 JPS6323335 B2 JP S6323335B2 JP 15562679 A JP15562679 A JP 15562679A JP 15562679 A JP15562679 A JP 15562679A JP S6323335 B2 JPS6323335 B2 JP S6323335B2
Authority
JP
Japan
Prior art keywords
soil
pipe
water
wastewater
mesh
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
Application number
JP15562679A
Other languages
Japanese (ja)
Other versions
JPS5681744A (en
Inventor
Isao Hiramatsu
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP15562679A priority Critical patent/JPS5681744A/en
Publication of JPS5681744A publication Critical patent/JPS5681744A/en
Publication of JPS6323335B2 publication Critical patent/JPS6323335B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Treatment Of Biological Wastes In General (AREA)
  • Sewage (AREA)

Description

【発明の詳細な説明】 この発明は土壌浸透式廃水処理施設における地
中埋設散水管の改良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to improvements in underground sprinkler pipes in soil infiltration type wastewater treatment facilities.

土壌のもつ浄化能力は大きく、有機物や固形物
だけでなく、窒素やリン等の栄養塩の除去効果も
あるので、最近では廃水を土壌中に浸透させるこ
とによつて廃水の高度処理を行おうという動きが
盛んになつてきている。しかし、土壌浸透処理に
おいては、処理水を地下に進透させるため処理水
の水質のチエツクが困難であり、地下水汚染の防
止という観点からも、土壌の浄化能力以上の廃水
の散水を行わないようにしなければならない。
Soil has a great purification ability, and has the effect of removing not only organic matter and solid matter, but also nutrients such as nitrogen and phosphorus.Recently, advanced treatment of wastewater is being carried out by infiltrating wastewater into the soil. This movement is gaining momentum. However, in soil infiltration treatment, it is difficult to check the quality of the treated water because it penetrates underground, and from the perspective of preventing groundwater contamination, it is recommended not to sprinkle wastewater in excess of the soil's purification capacity. must be done.

土壌浸透処理において、散水管を土壌中に埋設
して地中で散水する方法は、美観上、衛生上好ま
しい方法であるが、反面、散水管が地中にあるた
め散水状態の確認ができず、思わぬ不均一散水が
行われ、そのため一部分だけに散水がかたより、
廃水の浄化が十分に行われないという危険性もあ
る。
In soil infiltration treatment, burying water pipes in the soil and spraying water underground is a preferable method from an aesthetic and sanitary standpoint, but on the other hand, since the water pipes are underground, it is not possible to check the watering status. , Unexpected uneven watering occurs, and as a result, watering is uneven in only one part.
There is also the risk that wastewater will not be purified sufficiently.

本発明はこの地中埋設方式の廃水散水装置の問
題点を解決し汚水の土壌中への均等散水を可能に
したものである。
The present invention solves the problems of this underground type wastewater sprinkler and makes it possible to uniformly sprinkle wastewater into the soil.

以下、本発明を図面に基づいて説明する。 Hereinafter, the present invention will be explained based on the drawings.

1は土壌中に埋設されている網目パイプで、そ
の上端には穴あき塩ビ管2が内接して取り付けら
れている。
1 is a mesh pipe buried in the soil, and a perforated PVC pipe 2 is attached to the upper end thereof.

穴あき塩ビ管2は上半分にだけ穴を設けてあり
廃水の通り道となつている。また穴あき塩ビ管2
の穴径は、廃水による目詰りがおこらない範囲内
でできるだけ小さくされている。
The perforated PVC pipe 2 has holes only in the upper half, and serves as a passage for wastewater. Also perforated PVC pipe 2
The hole diameter is made as small as possible without clogging with wastewater.

一旦貯留槽3に貯えられた廃水は、水中ポンプ
4によつて配水槽5を通つて穴あき塩ビ管2に送
水されるが、穴あき塩ビ管2の穴径が小さいた
め、すぐに穴あき塩ビ管2内は満水となり、さら
に、配水槽5の水位が上昇する。穴あき塩ビ管2
内の廃水は、この水位差によつて網目パイプ1内
に勢いよく散水され、これによりほぼ均等散水が
達成される。次に、網目パイプ1内に散水された
廃水は、通常、土壌の浸透速度に比べて散水速度
の方がかなり大きいので、一旦網目パイプ1内に
たまることになり、この網目パイプ1内にたまつ
た水は徐々に土壌中を広がりながら浸透し、土壌
による浄化を受ける。
Once the wastewater is stored in the storage tank 3, it is sent to the perforated PVC pipe 2 through the water distribution tank 5 by the submersible pump 4, but since the hole diameter of the perforated PVC pipe 2 is small, it quickly becomes perforated. The inside of the PVC pipe 2 becomes full of water, and the water level in the water distribution tank 5 further rises. Perforated PVC pipe 2
The waste water inside the mesh pipe 1 is sprayed vigorously into the mesh pipe 1 due to this water level difference, thereby achieving almost uniform water spraying. Next, the waste water sprinkled into the mesh pipe 1 will accumulate inside the mesh pipe 1 once, because the watering speed is usually much higher than the soil penetration speed. The water gradually permeates through the soil and is purified by the soil.

このように、本装置では、穴あき塩ビ管2での
水位差における散水と網目パイプ1内に一旦廃水
をためたのちの土壌への散水という二つの操作を
組み合わせることにより土壌への均等散水を確実
なものとしている。
In this way, this device can evenly water the soil by combining two operations: watering based on the water level difference in the perforated PVC pipe 2 and watering the soil after collecting wastewater in the mesh pipe 1. It is made certain.

なお、水中ポンプ4によつて一回に散水する量
は、土壌の浸透性を考慮する必要があるが、通常
は網目パイプ1内に水が充満する程度とする。ま
た土壌がシルトのように粒径が小さい場合は、土
壌粒子の網目パイプ1内への流入が考えられる
が、第1図のごとく網目パイプ1の回りに砂6な
どを敷いて土壌粒子の流入を防ぐことができる。
Note that the amount of water sprinkled at one time by the submersible pump 4 needs to take into account the permeability of the soil, but is usually set to an amount that fills the mesh pipe 1 with water. In addition, if the soil has small particle size such as silt, it is possible that the soil particles will flow into the mesh pipe 1, but as shown in Figure 1, sand 6 or the like is spread around the mesh pipe 1 to prevent the soil particles from flowing in. can be prevented.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の横断面図、第2図は縦断面
図、第3図は排水供給装置を含めた縦断面図であ
る。 1…網目パイプ、2…穴あき塩ビ管、3…貯留
槽、4…水中ポンプ、5…配水槽、6…砂、7…
土壌、8…穴あき塩ビ管の穴、9…穴あき塩ビ管
から網目パイプへの散水、10…網目パイプから
土壌中への浸透水。
FIG. 1 is a cross-sectional view of the present invention, FIG. 2 is a vertical cross-sectional view, and FIG. 3 is a vertical cross-sectional view including a drainage supply device. 1...Mesh pipe, 2...Perforated PVC pipe, 3...Storage tank, 4...Submersible pump, 5...Water tank, 6...Sand, 7...
Soil, 8... Holes in the perforated PVC pipe, 9... Water sprinkling from the perforated PVC pipe to the mesh pipe, 10... Water seeping into the soil from the mesh pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 網目パイプ1の上端に内接して、上半分にだ
け穴を設けた塩ビ管2を挿通した網目パイプ1を
土壌中に埋設し、穴あき塩ビ管内に廃水を間欠的
に供給し、汚水を土壌中に均等散水することを特
徴とする土壌浸透式の廃水均等散水装置。
1. A mesh pipe 1 is inscribed in the upper end of the mesh pipe 1, and a PVC pipe 2 with holes only in the upper half is inserted, and the mesh pipe 1 is buried in the soil, and wastewater is intermittently supplied into the perforated PVC pipe to drain the sewage. A soil infiltration type wastewater uniform watering device that is characterized by uniformly sprinkling water into the soil.
JP15562679A 1979-12-03 1979-12-03 Soil permeating type equally water sprinkling apparatus Granted JPS5681744A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15562679A JPS5681744A (en) 1979-12-03 1979-12-03 Soil permeating type equally water sprinkling apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15562679A JPS5681744A (en) 1979-12-03 1979-12-03 Soil permeating type equally water sprinkling apparatus

Publications (2)

Publication Number Publication Date
JPS5681744A JPS5681744A (en) 1981-07-04
JPS6323335B2 true JPS6323335B2 (en) 1988-05-16

Family

ID=15610105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15562679A Granted JPS5681744A (en) 1979-12-03 1979-12-03 Soil permeating type equally water sprinkling apparatus

Country Status (1)

Country Link
JP (1) JPS5681744A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112020002148T5 (en) 2019-06-06 2022-01-05 Fujifilm Corporation SUPPORT DEVICE FOR THREE-DIMENSIONAL ULTRASOUND IMAGING, SUPPORT METHOD FOR THREE-DIMENSIONAL ULTRASOUND IMAGING, AND SUPPORT PROGRAM FOR THREE-DIMENSIONAL ULTRASOUND IMAGING

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110226437B (en) * 2019-05-16 2021-05-07 东平甲瑞农业科技有限公司 Constant-humidity energy-saving agricultural system based on environmental moisture

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112020002148T5 (en) 2019-06-06 2022-01-05 Fujifilm Corporation SUPPORT DEVICE FOR THREE-DIMENSIONAL ULTRASOUND IMAGING, SUPPORT METHOD FOR THREE-DIMENSIONAL ULTRASOUND IMAGING, AND SUPPORT PROGRAM FOR THREE-DIMENSIONAL ULTRASOUND IMAGING

Also Published As

Publication number Publication date
JPS5681744A (en) 1981-07-04

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