JPS5929075A - Apparatus for evaporating treated sewage - Google Patents

Apparatus for evaporating treated sewage

Info

Publication number
JPS5929075A
JPS5929075A JP57140036A JP14003682A JPS5929075A JP S5929075 A JPS5929075 A JP S5929075A JP 57140036 A JP57140036 A JP 57140036A JP 14003682 A JP14003682 A JP 14003682A JP S5929075 A JPS5929075 A JP S5929075A
Authority
JP
Japan
Prior art keywords
evaporation
water
bed
sewage
waste water
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
JP57140036A
Other languages
Japanese (ja)
Inventor
Yasunori Mori
森 康修
Hiromi Tajiri
田尻 弘水
Minoru Niwa
稔 丹羽
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP57140036A priority Critical patent/JPS5929075A/en
Publication of JPS5929075A publication Critical patent/JPS5929075A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment
    • Y02A20/208Off-grid powered water treatment
    • Y02A20/212Solar-powered wastewater sewage treatment, e.g. spray evaporation

Landscapes

  • Heat Treatment Of Water, Waste Water Or Sewage (AREA)

Abstract

PURPOSE:To execute efficient evaporation treatment even on a place unfavorable in weather conditions, by placing the evaporator of treated waste water provided with network evaporation bed groups installed vertically in plural stages in a hothouse made of a light transmitting material, and ventilating the house through the inlet and outlet openings. CONSTITUTION:The treated waste water obtd. by treating the waste water in a waste water treating plant A is stored in a pit, and fed to sprinkling tubes 3A with a pump 3B, and trickled downward to each stage of the network evaporation bed groups arranged vertically in plural stages and is evaporated spontaneously. The bed 2 is constituted with a steel or resin net. The nonevaporating residual water is filtered through a sand bed 4 installed in the lower part, and recycled to the pit 1 flowing on a water impermeable sheet 5. This evaporator is placed in a hothouse 7 made of a light transmitting material, a glasslike suction opening 8a is formed at the lower part of one wall 7A of the hothouse 7, and a glasslike exhaustion opening 8B is formed in the higher part of the other wall 7A' opposite to the wall 7A to accelerate the evaporation of the water by ventilation of the air flowing these openings 8A, 8A'.

Description

【発明の詳細な説明】 国や都道府県が定める排水基準を根幹とする排水規制の
強化に伴なう各種汚水の処理技術は現今非常に高度化し
ておシ、放流水質の程度に応じて最適なシステムを設計
することはそれ程困蝿なことでなくなってきている。 
 しかし、例えば、とみ埋立地や農村下水などの汚水処
Jilt場では、処理水の放流による二次公害の発生間
M等により処理水の放流さえ認められないケースが多発
しておシ、これに対処する実用的、効果的な無放流処理
装置の確立が要望されている。
[Detailed Description of the Invention] With the strengthening of wastewater regulations based on wastewater standards set by the country and prefectures, various sewage treatment technologies have now become extremely sophisticated, and the technology is optimized depending on the quality of the effluent water. It is becoming less difficult to design such systems.
However, for example, in sewage treatment sites such as Tomi landfill sites and rural sewage treatment plants, there are many cases where the discharge of treated water is not even allowed due to secondary pollution caused by the discharge of treated water. There is a need to establish a practical and effective non-discharge treatment device to deal with this problem.

無放流処理手段として従来から知られているものに、 ■ 完全リサイクル @   灯t   却 O土壌への浸透 O大気への自然蒸発散 等があるが、■や@の手段は多量のエネルギーを要し、
特に大21の汚水処mK苅してはランニングコストが膨
大につき不経済である。 また、○の手段は前記■や@
の手段に比べてエネルギー而で有効であるものの、地下
水への混入など水質保全の面から好ましくない。 その
点、Oの手段は風や太陽熱といった自然エネルギーを利
用し、かつ、水’ffA染の心配もないので経済面、水
質保全面から前述■、@、Oに比べて非常に勝れている
Conventionally known non-discharge treatment methods include ■Complete recycling @ lights, cooling, infiltration into the soil, and natural evapotranspiration into the atmosphere, but ■ and @ methods require a large amount of energy. ,
In particular, the running cost of the 21st sewage treatment plant is uneconomical due to the huge running cost. Also, the means of ○ are the above-mentioned ■ and @
Although it is more effective in terms of energy consumption than other methods, it is undesirable from the standpoint of water quality conservation, such as contamination with groundwater. In this respect, O's method uses natural energy such as wind and solar heat, and there is no need to worry about water 'ffA staining, so it is much superior to the aforementioned methods ■, @, and O in terms of economy and water quality conservation. .

然し乍ら、従来から実施されている大気への自然蒸発散
の具体的手段は、砂床内にf1j水処理水を供給して、
土壌表面の大気接触面で蒸発を行なわせる方式であシ、
単位平面積当たりの蒸発面に制限があり、大量の汚水処
理水を蒸発させるには莫大な用地面積を要し、大規模な
設備となる問題があった。
However, the specific means of natural evapotranspiration to the atmosphere that has been conventionally implemented is to supply f1j water treated water into the sand bed,
This method allows evaporation to occur at the surface of the soil that comes in contact with the atmosphere.
There is a limit to the evaporation surface per unit area, and evaporating a large amount of treated sewage water requires a huge amount of land area, resulting in a large-scale facility.

上記のような、自然蒸発散による経済性に勝れた無放流
処理で従来手段が有する問題解決を図るべく本出願人は
、先に汚水処理水を貯溜するピットと、上下複数段に設
置された網状蒸発床群と、前記ピット内の汚水処理水を
前記網状蒸発床群の上部にまで揚送しかつ下向きに散水
する装置〆、並びに未蒸発残留汚水を濾過して前記ピッ
トに還流させる砂床とを、備えた汚水処理水の蒸発処理
装置を開発し特H′1゛出願した。
In order to solve the problems of conventional means with the above-mentioned economical non-discharge treatment using natural evapotranspiration, the present applicant first installed a pit for storing treated wastewater, and a pit installed in multiple stages above and below. a net-like evaporation bed group, a device for pumping the sewage treated water in the pit to the upper part of the reticulation evaporation bed group and sprinkling water downward, and sand for filtering unevaporated residual sewage and returning it to the pit. We developed a sewage treatment water evaporation treatment device equipped with a bed and applied for patent application H'1.

この先出願装置によって; (1)所要床面積10比較して、それの複数倍又はほぼ
複数倍にも相当する大気接触蒸発面を形成できるから、
少ない用地面積のもとて能率の良い蒸発処理が実行でき
る。
With this previously applied device: (1) Compared to the required floor area of 10, it is possible to form an air-contact evaporation surface that is multiple times or almost multiple times the required floor area;
Very efficient evaporation treatment can be carried out with a small amount of land area.

(2)  全量蒸発でなく、一部放流の手段を採用する
、或いは採用しなければならない場合においても砂床に
よるl30D、Q素等の除去が期待できるので公共用水
域への流出負荷は軽減され、水質保全の面でも従来よ9
勝れている。
(2) Even if a partial discharge method is adopted or must be adopted instead of total evaporation, the sand bed can be expected to remove l30D, Q elements, etc., so the runoff load to public water bodies will be reduced. , compared to conventional methods in terms of water quality conservation.
I'm winning.

といった実用的効果を得るに至っている。We have achieved practical effects such as:

本発明の目的は、上記の先出願のものにおいて、蒸発の
ためのエネルギーとして自然エネルギーを最大限有効に
利用し、経済効果を一層高めんとする点にある。
An object of the present invention is to utilize natural energy as energy for evaporation as effectively as possible in the above-mentioned earlier application, thereby further increasing the economic effect.

かかる目的を達成するために案出された本発明による汚
水処理水の蒸発処理装置の特徴構成は、上下複数段に設
置された網状蒸発床群を、オ■苅向する壁面のうち、一
方の壁面の低所に吸気口が形成され、かつ、他方の壁面
の高所又はそれに近い屋根面に排気口が形成された透光
材料製の温室内に設けた点にある。
The characteristic configuration of the sewage treatment water evaporation treatment apparatus according to the present invention, which was devised to achieve the above object, is that a network evaporation bed group installed in multiple stages above and below is connected to one of the vertically facing walls. The present invention is provided in a greenhouse made of a transparent material, in which an intake port is formed at a low point on a wall surface, and an exhaust port is formed at a high point on the other wall surface or at a roof surface close to it.

このような特徴構成を有する本発明装置によれば、所要
床面積の割に十分に広い蒸発面を形成するところの、網
状蒸発床群f:設置した温室内に、温度差による自然ド
ラフト及び煙突効果によって常時、強力な外気通風作用
が発生されることにより、この外気通風及び太陽熱とい
った自然エネルギーを最大限有効に活用したμく発散を
行なえ、従って、装置の運転維持に必要なコストを、ピ
ットに貯溜の汚水処理水の揚送ポンプ運軸費(電気代)
にのみに止めて、気象条件の惑い所であっても能率良い
蒸発処理を、総合経済効果の高い状態で実行できる。
According to the apparatus of the present invention having such a characteristic configuration, the reticular evaporation bed group f: which forms a sufficiently wide evaporation surface in relation to the required floor area: natural draft and chimney due to temperature difference are installed in the installed greenhouse. The effect constantly generates strong outside air ventilation, making it possible to make the most effective use of this outside air ventilation and natural energy such as solar heat. Lifting pump operation cost (electricity bill) for sewage treatment water stored in
Efficient evaporation processing can be carried out with a high overall economic effect even under uncertain weather conditions.

以下本発明の実施例f:図面に基づいて詳述すると、第
1図及び第2図において、(1)は汚水処即場囚におい
て例えば活性汚泥法等により処理されだ汚水処理水を貯
溜するピットであシ、コンクリート製殻体を地中に埋設
してfttl成される。
Embodiment f of the present invention: Detailed description will be given below based on the drawings. In FIGS. 1 and 2, (1) is a storage of treated sewage water that has been treated by, for example, an activated sludge method in a sewage treatment facility. FTL is constructed by burying a concrete shell in a pit and underground.

(2)は、正面視でほぼ屋根型に構成され、かつ多数本
のサポート(6)を介して上下に適宜間隔1c陽てて複
数段に設置された網状蒸発床群であり、スチールネット
又は樹月旨ネットから打り成され、処卯量、用地面積、
気象条件等に応じて設置段数が決定される。 (3)は
、前if:!網状蒸発床(2)群の上部から下向きに散
水する装置であって、これは各段の網状蒸発床(2)上
部に沿つ−〔、又は二段〜三段毎に位置する網状蒸発床
(2)上部に沿って配設の散水管(8A)とこれら各散
水管(8A)に対して前記ピッ) +11内の汚水処理
水全圧送分出するポンプ(8B)及び縦管(8C)とか
らなる。 (4)は前記網状蒸発床(2)群の直下相当
箇所において地中に埋設する状態で11程成した砂床で
あシ、これは未蒸発残留汚水を濾過させることによシ、
その活水中の残在BODJ?SSに起因して発生する前
記網状蒸発床(2)での生物汚泥を分離し、凍た大気中
の塵埃等を分離し、これによって、散水装置(3)のノ
ズル目詰りを防止するといった役目を果たす以外、濾過
速度を緩速にすることで残存+30Dや窒素等の処3]
llを行なわせることも可能である。 また、との砂床
(4)の底部には、ポリエチレンシート等の不透水性シ
ート(5)が敷設されていで、汚水の土壌への浸透を防
止する描造となっている。 更に、その不透水性シート
(6)は緩い勾配をもち、砂床+4+ −t++n面か
ら前記ピッ) ++]への汚水還流がスムーズに行なわ
れるように構成されている。
(2) is a group of net-like evaporation beds that is almost roof-shaped when viewed from the front, and is installed in multiple stages vertically at appropriate intervals of 1 cm through a large number of supports (6), and is made of steel net or It was constructed from the Jugetsuji net, and the amount of processing, land area,
The number of stages to be installed will be determined depending on weather conditions, etc. (3) is before if:! This is a device that sprinkles water downward from the top of the reticulated evaporation bed (2) group, and this is a device that sprinkles water downward from the top of the reticulated evaporation bed (2) group at each stage. (2) Sprinkle pipes (8A) arranged along the top, pumps (8B) and vertical pipes (8C) for distributing the sewage treated water under full pressure in +11 for each of these water pipes (8A). It consists of (4) is a sand bed buried in the ground at a location directly below the network evaporation bed group (2), and is constructed by filtering unevaporated residual sewage;
Residual BODJ in the live water? The function is to separate biological sludge in the reticulated evaporation bed (2) caused by SS, and to separate dust, etc. in the frozen atmosphere, thereby preventing nozzle clogging of the water sprinkler (3). In addition to achieving this, slowing down the filtration speed will reduce residual +30D and nitrogen, etc.3]
It is also possible to perform ll. Additionally, a water-impermeable sheet (5) such as a polyethylene sheet is laid at the bottom of the sand bed (4) to prevent sewage from penetrating into the soil. Further, the water-impermeable sheet (6) has a gentle slope, and is configured so that wastewater can smoothly flow back from the +4+ -t++n surface of the sand bed to the pips).

上記各it、’+成をもつ汚水処理水の蒸発処理装置に
おいて、前記網状蒸発床(2)群及び各散水管(3人)
金、枠組とプラスチック板又はガラス板との組合せなど
透光材料!]’Wの温室(7)内に収容設置し、nIJ
記温定温室)の相対向する壁面(7A)、(7人勺のう
ち、一方の壁面(7A)の低所にガラリ状の吸気口(8
A) t′影形成るとともに、他方の壁面(7人勺の高
所にガラリ状の排気口(8A’)を形成しである。
In the sewage treatment water evaporation treatment apparatus having each of the above-mentioned it,
Transparent materials such as gold, a combination of a frame and a plastic plate or glass plate! ] 'W's greenhouse (7) is housed and installed, nIJ
There is a glass-shaped air inlet (8
A) A t' shadow is formed, and a louver-like exhaust port (8A') is formed at a high place on the other wall (7 holes).

敷地が傾斜している場所では、吸気口(8A)側が傾斜
下方に位置する状態で用いることにより、通風作用を一
層促進できる。
In a place where the site is sloped, the ventilation effect can be further promoted by using the air inlet (8A) side located at the lower side of the slope.

更に、前記排気口(8人勺を第1図仮想線のように温室
(7)の屋根面(7B)から上方に煙突状に突出形成さ
せるも良い。
Furthermore, the exhaust ports (eight vents) may be formed to protrude upward from the roof surface (7B) of the greenhouse (7) in the shape of a chimney as shown by the imaginary lines in FIG.

第8図乃至第6図の各図は夫々、前記網状蒸発床(2)
群の変形例を示し、第8図はフラットな網状蒸発床(2
)を使用したもの、第4図は逆屋根型の網状蒸発床(2
)を使用したもの、第5図は屋根型と逆屋根型とを組合
せ使用したもの、多′46図はフラットなものを傾斜!
!ii!賄したものである。
Each of the figures in FIGS. 8 to 6 shows the reticulated evaporation bed (2).
A modification of the group is shown in Fig. 8, which shows a flat reticulated evaporation bed (2
), and Figure 4 shows an inverted roof type mesh evaporation bed (2
), Figure 5 shows a combination of a roof type and an inverted roof type, and Figure 5 uses a flat type with a slope!
! ii! It was bribed.

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

第1図は全体概略側面図、第2図は第1図I−I線縦断
正面図、第8図乃至第6図は夫々別の実施例を示す要部
の正面図である。
1 is an overall schematic side view, FIG. 2 is a longitudinal sectional front view taken along the line II in FIG. 1, and FIGS. 8 to 6 are front views of main parts showing different embodiments.

Claims (1)

【特許請求の範囲】 ■ 汚水処理水を貯溜するビットtl+と、上下複数段
に設置された網状蒸発床(2)群と、前記ピット(1)
内の汚水処理水を前記網状蒸発床(21群の上部にまで
揚送しかつ下向きに散水する装置(3)、並びに未蒸発
残留汚水をい過してm1記ピツトfi+に還流させる砂
床(4)とを、侑えた汚水処理水の蒸発熱32I!装置
であって、前記網状蒸発床(2)群を、オ■対向する壁
面(7A)、(7八′)のうち、一方の壁面(7人)の
低所に吸気口(8A)が形成され、かつ、他方の壁面(
7A勺の高所又はそれに近い屋根面(7B)に1;lr
気口(8A’ )が形成された透光拐料製の温室(7)
内に設けであることを特徴とする汚水処理水の蒸発処理
装置。 ■ 前記砂床(4)がその底部に不透水性シート(6)
を敷設したものである特許請求の範囲第0項に記載の汚
水処理水の蒸発処理装置。
[Claims] ■ A bit tl+ for storing treated sewage water, a group of reticular evaporation beds (2) installed in multiple stages above and below, and the pit (1).
A device (3) that pumps the sewage treated water in the reticulated evaporation bed to the upper part of the group 21 and sprinkles water downward; 4) is a sewage treatment water heat of vaporization 32 I! device, in which the reticular evaporation bed (2) group is connected to one of the opposing walls (7A) and (78'). (7 people) An intake port (8A) is formed at a low place, and the other wall surface (
1; lr on the roof surface (7B) at or near the high point of 7A
Greenhouse made of transparent material (7) with air holes (8A') formed
An evaporation treatment device for sewage treated water, characterized in that it is installed inside the sewage treatment water. ■ The sand bed (4) has an impermeable sheet (6) at its bottom.
The sewage treatment water evaporation treatment apparatus according to claim 0, which is constructed by installing a sewage treatment water.
JP57140036A 1982-08-11 1982-08-11 Apparatus for evaporating treated sewage Pending JPS5929075A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57140036A JPS5929075A (en) 1982-08-11 1982-08-11 Apparatus for evaporating treated sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57140036A JPS5929075A (en) 1982-08-11 1982-08-11 Apparatus for evaporating treated sewage

Publications (1)

Publication Number Publication Date
JPS5929075A true JPS5929075A (en) 1984-02-16

Family

ID=15259462

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57140036A Pending JPS5929075A (en) 1982-08-11 1982-08-11 Apparatus for evaporating treated sewage

Country Status (1)

Country Link
JP (1) JPS5929075A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011230078A (en) * 2010-04-28 2011-11-17 Jfe Steel Corp Rainwater receiving and vaporizing panel and rainwater treating device using the same
CN102464365A (en) * 2010-11-10 2012-05-23 王辉 Method for efficiently evaporating bittern and recovering fresh water

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS575101U (en) * 1980-06-09 1982-01-11
JPS5717983U (en) * 1980-07-03 1982-01-29
JPS5725788B2 (en) * 1973-05-11 1982-06-01

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5725788B2 (en) * 1973-05-11 1982-06-01
JPS575101U (en) * 1980-06-09 1982-01-11
JPS5717983U (en) * 1980-07-03 1982-01-29

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011230078A (en) * 2010-04-28 2011-11-17 Jfe Steel Corp Rainwater receiving and vaporizing panel and rainwater treating device using the same
CN102464365A (en) * 2010-11-10 2012-05-23 王辉 Method for efficiently evaporating bittern and recovering fresh water

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