JPH0720585B2 - Soil treatment equipment - Google Patents
Soil treatment equipmentInfo
- Publication number
- JPH0720585B2 JPH0720585B2 JP26536286A JP26536286A JPH0720585B2 JP H0720585 B2 JPH0720585 B2 JP H0720585B2 JP 26536286 A JP26536286 A JP 26536286A JP 26536286 A JP26536286 A JP 26536286A JP H0720585 B2 JPH0720585 B2 JP H0720585B2
- Authority
- JP
- Japan
- Prior art keywords
- soil treatment
- soil
- water
- layer
- pipe
- 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 - Lifetime
Links
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Description
【発明の詳細な説明】 本発明は、雑排水処理等に使用される土壌処理装置に関
し、前処理装置から排出される排水を受ける受桝に、こ
の受桝に向かって下り勾配となる散水管を連通させ、受
桝内の排水をポンプによって汲上げて散水管の高位置側
端部に供給することにより、土壌処理部の内部を、さな
がら渓流のように活性化して、土壌処理作用を向上させ
るようにしたものである。Description: TECHNICAL FIELD The present invention relates to a soil treatment device used for treatment of sewage and the like, and relates to a basin for receiving wastewater discharged from a pretreatment device, and a sprinkler pipe having a downward slope toward the basin. The drainage inside the basin is pumped up by a pump and supplied to the high end of the sprinkler pipe, activating the inside of the soil treatment part like a mountain stream and improving the soil treatment action. It was made to let.
従来の技術 従来の土壌処理装置の一般的な構造は、第5図に示すよ
うに、土壌層1の表層近くに多数の孔を有する散水管2
を略水平に配置し、その回りを清化材3、砂利層4等で
包囲した構造となっている。5は受桝、6は雑排水等の
汚水流入管、7は盛土、8は網体である。2. Description of the Related Art A general structure of a conventional soil treatment device is, as shown in FIG. 5, a sprinkler pipe 2 having a large number of holes near the surface layer of a soil layer 1.
Is arranged substantially horizontally, and the surrounding area is surrounded by the purification material 3, the gravel layer 4, and the like. Reference numeral 5 is a basin, 6 is an inflow pipe for waste water such as gray water, 7 is embankment, and 8 is a net.
汚水流入管6から受桝5に流入した汚水は、散水管2に
入り、散水管2から外部に散水される。散水管2から外
部に散水された汚水は、まず、散水管2の周囲に充填さ
れた浄化材3により浄化作用を受け、汚水に含まれるア
ンモニア性窒素、リン等が吸着浄化される。浄化材3に
よる浄化作用を受け砂利層4を通った水分の一部は、上
層の土壌層1へ拡散する。The sewage that has flowed into the basin 5 from the sewage inflow pipe 6 enters the water sprinkling pipe 2 and is sprinkled from the water sprinkling pipe 2 to the outside. The sewage sprinkled from the sprinkling pipe 2 to the outside is first subjected to a purifying action by the purifying material 3 filled around the sprinkling pipe 2, and the ammonia nitrogen, phosphorus, etc. contained in the sewage are adsorbed and purified. Part of the moisture that has passed through the gravel layer 4 due to the purification effect of the purification material 3 diffuses into the upper soil layer 1.
土壌層1へ移動した水分には特殊な有機性窒素源、ビタ
ミン類、微量栄養素、微量生育因子等が含まれ、微生物
にとって願ってもない栄養源であり、微生物は光、空
気、温度の良好な条件の下で急速に増殖する。この微生
物の活動によって汚水は毛管水に変わり、土壌層1を構
成する土壌粒子間を、水分の濃い方から薄い方向、即ち
上方に向って早い速度で蒸発拡散する。土壌粒子間を移
動する毛管水は既に清水化しているから、団粒構造的土
壌層では自動車のラジエータの働きに似て、気化が多段
的かつ多層的に行なわれ、急速に蒸発拡散される。Moisture that has moved to the soil layer 1 contains special organic nitrogen sources, vitamins, micronutrients, microgrowing factors, etc., and is a nutrient source that microorganisms do not want. Microorganisms have good light, air, and temperature. Proliferates rapidly under various conditions. The sewage is converted into capillary water by the activity of the microorganisms, and evaporates and diffuses between the soil particles forming the soil layer 1 from the dark side of the water to the thin side, that is, in the upward direction at a high speed. Since the capillary water moving between soil particles is already cleansed, in the aggregate-structured soil layer, vaporization is carried out in a multi-step and multi-layer manner similar to that of a radiator of an automobile, and is rapidly evaporated and diffused.
発明が解決しようとする問題点 上述したように、この種の土壌処理装置は、土壌層1中
に生存する微生物の働きを巧みに活用して、散水管2か
ら土壌層1中への毛管水を作り、汚水を浄化し蒸発拡散
させて処理するものである。従って、この種の装置にお
いては、土壌層1に生存する微生物の生理的活動が、充
分に行なわれるように配慮することが極めて重要な事項
になる。ところが、従来の土壌処理装置は、土壌層1の
内部に散水管2を内部に略水平に配置してあったため、
散水管2内での流れが悪く、死水化し易い。このため、
土壌層1内の微生物に充分な生理的活動条件を与えるこ
とができず、充分な汚水処理能力を発揮することができ
ないという問題があった。Problems to be Solved by the Invention As described above, this type of soil treatment device skillfully utilizes the function of the microorganisms that survive in the soil layer 1 to make the capillary water from the sprinkler pipe 2 into the soil layer 1 larger. To purify sewage, evaporate and diffuse it, and treat it. Therefore, in this type of device, it is extremely important to consider that the physiological activities of the microorganisms that survive in the soil layer 1 are sufficiently performed. However, in the conventional soil treatment device, since the water sprinkling pipe 2 is arranged substantially horizontally inside the soil layer 1,
The flow in the sprinkling pipe 2 is poor and it is easy to become dead water. For this reason,
There has been a problem that the microorganisms in the soil layer 1 cannot be given sufficient physiological activity conditions, and sufficient sewage treatment capacity cannot be exerted.
問題点を解決するための手段 上述する従来の問題点を解決するため、本発明に係る土
壌処理装置は、前処理装置から排出される排水を受ける
受桝と、前記受桝に向かって下り勾配となる散水管を有
する土壌処理部と、前記受桝内の排水を汲上げて前記散
水管の高位置側端部に供給する汲上げポンプとを有する
ことを特徴とする。Means for Solving the Problems In order to solve the above-mentioned conventional problems, the soil treatment apparatus according to the present invention has a receiving tank for receiving drainage discharged from a pretreatment apparatus and a downward slope toward the receiving tank. It is characterized by having a soil treatment section having a water sprinkling tube and a pump for pumping up the waste water in the basin and supplying it to the high-side end of the water sprinkling tube.
作用 本発明に係る土壌処理装置においては、受桝内の排水を
ポンプによって汲上げて散水管の高位置側端部に供給す
る。ポンプによって散水管の高位置側端部に供給された
汚水は、散水管の下り勾配により、受桝に向かって流下
する。この結果、散水管、土壌層、浄化材及び砂利層で
ある土壌処理部がサナガラ渓流のように活性化されて死
水化が防止され、微生物の働きが活性化され、土壌処理
作用が向上する。Action In the soil treatment device according to the present invention, the drainage in the basin is pumped up by the pump and supplied to the high-side end of the sprinkling pipe. The sewage supplied to the high-side end of the sprinkler pipe by the pump flows down toward the basin due to the downward slope of the sprinkler pipe. As a result, the sprinkler pipe, the soil layer, the purification material, and the soil treatment section, which is the gravel layer, are activated like the Sanagara Stream to prevent dead water, activate the action of microorganisms, and improve the soil treatment action.
しかも、土壌処理部での浄化作用が繰返して行なわれ、
その繰返しの度毎に、土壌層への蒸発拡散水の清水化が
促進されるので、コンパクトで処理能力の高い土壌処理
装置が得られる。Moreover, the purification action in the soil treatment section is repeated,
With each repetition, the cleansing of evaporative diffusion water to the soil layer is promoted, so that a compact soil treatment apparatus with high treatment capacity can be obtained.
実施例 第1図は本発明に係る土壌処理装置の構成を平面的に示
す図、第2図は展開断面図、第3図は第2図のA−A線
上における断面図である。図において、第5図と同一の
参照符号は同一性ある構成部分を示している。Aは土壌
処理部、9は前処理装置、10は汲上げポンプである。土
壌処理部Aの基本的な構造は、従来と同様である。即
ち、第2図及び第3図に示すように、土壌層1の表層近
くに多数の孔を有する散水管2を配置し、その回りを浄
化材3、砂利層4等で包囲した構造となっている。従来
と異なる点は、土壌処理部Aの散水管2を、受桝5に向
かって下り勾配となるように配置したこと、受桝5内の
汚水を汲上げて散水管2の高位置側端部21に供給する汲
上げポンプ10を有することである。Examples FIG. 1 is a plan view showing the structure of a soil treatment apparatus according to the present invention, FIG. 2 is a developed sectional view, and FIG. 3 is a sectional view taken along the line AA in FIG. In the figure, the same reference numerals as those in FIG. 5 denote the same components. A is a soil treatment section, 9 is a pretreatment device, and 10 is a pumping pump. The basic structure of the soil treatment section A is the same as the conventional one. That is, as shown in FIGS. 2 and 3, a sprinkler pipe 2 having a large number of holes is arranged near the surface layer of the soil layer 1 and surrounded by a purifying material 3, a gravel layer 4, etc. ing. The point different from the conventional one is that the sprinkler pipe 2 of the soil treatment section A is arranged so as to have a downward slope toward the basin 5, and the sewage in the basin 5 is pumped up to the end of the sprinkler pipe 2 at the high position side. This is to have the pump 10 for supplying to the part 21.
汚水流入管6を通って前処理装置9から受桝5内に流入
した汚水は汲上げポンプ10によって汲上げられ、散水管
2の高位置側端部21に供給される。ポンプ10によって散
水管2の高位置側端部21に供給された汚水は、散水管2
の下り勾配により、受桝5に向かって矢印(イ)の如
く、流下すると同時に、土壌層1へ蒸発拡散される。蒸
発拡散しきれない水分は受桝5内に帰還する。上記の作
用は受桝5内への帰還流がある限り繰返して行なわれ、
その間、たえず土壌処理による浄化作用が行なわれる。
この結果、散水管2、土壌層1、浄化材3及び砂利層4
でなる土壌処理部Aがさながら渓流のように活性化さ
れ、土壌処理部Aでの死水化が防止され、微生物の働き
が活性化され、土壌処理作用が向上する。The sewage that has flowed into the basin 5 from the pretreatment device 9 through the sewage inflow pipe 6 is pumped up by the pump 10 and supplied to the high-side end 21 of the sprinkling pipe 2. Sewage supplied to the high-side end 21 of the sprinkler 2 by the pump 10 is
Due to the descending gradient of, the water flows down toward the receiving vessel 5 as shown by the arrow (a), and at the same time, it is evaporated and diffused into the soil layer 1. Water that cannot be evaporated and diffused returns to the receiving vessel 5. The above operation is repeated as long as there is a return flow into the receiving vessel 5,
In the meantime, the soil purification process is always performed.
As a result, sprinkler pipe 2, soil layer 1, purification material 3 and gravel layer 4
The soil treatment part A consisting of is activated just like a mountain stream, dead water is prevented in the soil treatment part A, the action of microorganisms is activated, and the soil treatment action is improved.
また、土壌処理部Aでの浄化作用が繰返して行なわれ、
その繰返しの度毎に、土壌層1への蒸発拡散水の清水化
が促進されるので、コンパクトで処理能力の高い土壌処
理装置が実現できる。Further, the purification action in the soil treatment section A is repeatedly performed,
With each repetition, the cleansing of the evaporative diffusion water to the soil layer 1 is promoted, so that a compact soil treatment apparatus with high treatment capacity can be realized.
土壌処理部A内での渓流化を促進させて酸素取入れを増
大させ、土壌層1内のバクテリアの活動を活性化する手
段として、浄化材3を比較的大きな浄化石で構成するこ
とも有効である。It is also effective to configure the purification material 3 with a relatively large purification stone as a means for accelerating stream conversion in the soil treatment section A to increase oxygen uptake and activate the activity of bacteria in the soil layer 1. is there.
上述の土壌処理を効率良く行なうためには、受桝5の前
段に配置された前処理装置9での死水化を阻止すること
も重要である。第4図はそのような前処理装置9の1実
施例を示し、上方に排水流入口911を設けた処理槽91の
内部に、一端を排水流入口に装着して水平方向に配置さ
れた網状パイプでなる第1のフィルタ92と、この第1の
フィルタ92の下方に間隔をおいて配置された第2のフィ
ルタ93と、この第2のフィルタ93の下の処理槽底面912
に配置された浄化層94とを内蔵させ、処理槽91の底面91
2に連続して、流出口95を設けた構造となっている。96
は荒目ゴミ除去用の手カゴ、97は雑排水流入管である。In order to efficiently perform the soil treatment described above, it is important to prevent dead water in the pretreatment device 9 arranged in the preceding stage of the receiving tank 5. FIG. 4 shows an embodiment of such a pretreatment device 9, and a net-like structure is arranged horizontally with one end attached to the drainage inlet inside a treatment tank 91 having a drainage inlet 911 provided above. A first filter 92 formed of a pipe, a second filter 93 disposed below the first filter 92 with a space therebetween, and a processing tank bottom surface 912 under the second filter 93.
And the purification layer 94 arranged in the
It has a structure in which an outlet 95 is provided in succession to 2. 96
Is a hand basket for removing coarse dust, and 97 is a wastewater inflow pipe.
家庭から出た雑排水は、処理槽91の上方に設けた流入口
から第1のフィルタ92に流入し、第1のフィルタ92を水
平方向に流れつつ、網目から下方に流下する、その過程
で、雑排水に含まれる比較的荒いゴミが第1のフィルタ
92によって捕捉される。第1のフィルタ92は波状パイプ
となっているので、その全周及び全長に亘って水分の流
下及びゴミの捕捉が行なわれ、雑排水の溜りが起きな
い。また、第1のフィルタ92の下方には間隔をあけて第
2のフィルタ93を配置してあるので、通気性及び水切れ
が良好であり、第1のフィルタ92において嫌気性バクテ
リアによる腐敗、ぬるの発生等が抑えられる。The domestic wastewater discharged from the home flows into the first filter 92 from the inlet provided above the treatment tank 91, flows horizontally through the first filter 92, and flows downward from the mesh. The first filter is relatively coarse dust contained in sewage.
Captured by 92. Since the first filter 92 is a wavy pipe, water flows down and dust is trapped over the entire circumference and the entire length of the first filter 92, and miscellaneous waste water does not accumulate. Further, since the second filter 93 is arranged below the first filter 92 with a space therebetween, the air permeability and the drainage of water are good, and the first filter 92 is apt to be rot and slime due to anaerobic bacteria. Occurrence is suppressed.
第1のフィルタ92から流下した雑排水は、第2のフィル
タ93に入り、油分や微小ゴミ等が捕捉される、この後、
雑排水は浄化層94においてバクテリヤの働きにより処理
され、流出口から受桝5内に入る。The miscellaneous wastewater that has flowed down from the first filter 92 enters the second filter 93 and traps oil and fine dust.
The wastewater is treated in the purification layer 94 by the action of bacteria and enters the receiving tank 5 through the outlet.
上述のように、第4図に示した前処理装置によれば、家
庭から出た直後の、未だ腐敗していない雑排水を、水と
有機質ゴミ及び油分とに分離できる。このため、受桝5
内に流入する雑排水の死水化を防止し、土壌処理作用を
促進させることができる。As described above, according to the pretreatment apparatus shown in FIG. 4, the un-rotted miscellaneous waste water immediately after leaving the home can be separated into water, organic waste, and oil. For this reason,
It is possible to prevent the sewage flowing into the house from dead water and to accelerate the soil treatment action.
発明の効果 以上述べたように、本発明に係る土壌処理装置は、前処
理装置から排出される排水を受ける受桝と、前記受桝に
向かって下り勾配となる散水管を有する土壌処理部と、
前記受桝内の排水を汲上げて前記散水管の高位置側端部
に供給する汲上げポンプとを有することを特徴とするか
ら、次のような効果が得られる。Effects of the Invention As described above, the soil treatment apparatus according to the present invention includes a receiving vessel that receives the wastewater discharged from the pretreatment apparatus, and a soil treating section that has a sprinkling pipe having a downward slope toward the receiving vessel. ,
Since the pump has a pump for pumping the drainage in the receiving tank and supplying it to the end portion on the high position side of the sprinkling pipe, the following effects can be obtained.
(a)土壌処理部を、さながら渓流のように活性化し、
微生物の働きを促進させ、土壌処理作用を向上させた土
壌処理装置を提供することができる。(A) Activate the soil treatment part like a mountain stream,
It is possible to provide a soil treatment device in which the action of microorganisms is promoted and the soil treatment action is improved.
(b)土壌処理部Aの浄化作用が繰返して行なわれ、そ
の繰返しの度毎に、土壌層への蒸発拡散水の清水化が促
進されるので、コンパクトで処理能力の高い土壌処理装
置が実現できる。(B) The purification action of the soil treatment section A is repeatedly performed, and the cleansing of the evaporative diffusion water to the soil layer is promoted with each repetition, so that a compact soil treatment device with high treatment capacity is realized. it can.
第1図は本発明に係る土壌処理装置の構成を平面的に示
す図、第2図は展開断面図、第3図は第2図のA−A線
上における断面図、第4図は前処理装置の断面図、第5
図は従来の土壌処理装置の断面図である。 A……土壌処理部 1……土壌層、2……散水管 3……浄化材層、4……砂利層 5……受桝、9……前処理装置 10……汲上げポンプFIG. 1 is a plan view showing the structure of a soil treatment apparatus according to the present invention, FIG. 2 is a developed sectional view, FIG. 3 is a sectional view taken along the line AA in FIG. 2, and FIG. Sectional view of device, fifth
The figure is a cross-sectional view of a conventional soil treatment device. A: Soil treatment part 1 ... Soil layer, 2 ... Sprinkler pipe 3 ... Purification material layer, 4 ... Gravel layer 5 ... Receiving container, 9 ... Pretreatment device 10 ... Pumping pump
Claims (1)
桝と、前記受桝に向かって下り勾配となる散水管を有す
る土壌処理部と、前記受桝内の排水を汲上げて前記散水
管の高位置側端部に供給する汲上げポンプとを有するこ
とを特徴とする土壌処理装置。1. A receiving tank for receiving wastewater discharged from a pretreatment device, a soil treatment section having a water spray pipe having a downward slope toward the receiving tank, and drainage in the receiving tank for pumping the drainage water. A soil treatment device comprising: a pump for supplying water to the end of the water pipe on the high position side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26536286A JPH0720585B2 (en) | 1986-11-07 | 1986-11-07 | Soil treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26536286A JPH0720585B2 (en) | 1986-11-07 | 1986-11-07 | Soil treatment equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63119897A JPS63119897A (en) | 1988-05-24 |
| JPH0720585B2 true JPH0720585B2 (en) | 1995-03-08 |
Family
ID=17416121
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26536286A Expired - Lifetime JPH0720585B2 (en) | 1986-11-07 | 1986-11-07 | Soil treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0720585B2 (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5433073B2 (en) | 2009-03-17 | 2014-03-05 | スネクマ | Factory for preparing aircraft engines for shipment |
-
1986
- 1986-11-07 JP JP26536286A patent/JPH0720585B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5433073B2 (en) | 2009-03-17 | 2014-03-05 | スネクマ | Factory for preparing aircraft engines for shipment |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63119897A (en) | 1988-05-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108178383B (en) | Purification treatment device for silt-containing sewage | |
| US6712969B2 (en) | Methods of phosphorous reduction in stormwater runoff systems using iron humate | |
| JPH0720585B2 (en) | Soil treatment equipment | |
| JPH0947779A (en) | Water purification method and apparatus | |
| CN104085994A (en) | Constructed wetland device | |
| RU2149836C1 (en) | Phytofilter for sewage treatment | |
| JP3938423B2 (en) | Method and apparatus for transpiration and concentration of purified urine water | |
| JPS58216782A (en) | Evaporation and diffusion device | |
| JPH10328683A (en) | Sprinkling filter type bioreactor | |
| RU2186618C1 (en) | Biosorption filter for purification of sewage | |
| JPH0531494A (en) | Purification device | |
| RU2049737C1 (en) | Bioreactor for sewage treatment | |
| RU2040482C1 (en) | Device for biochemical sewage treatment | |
| CN216808360U (en) | High ammonia-nitrogen concentration waste water blows and takes off tower device | |
| JPH11347313A (en) | Water treatment utilizing capillarity and apparatus therefor | |
| CN104086059A (en) | Constructed wetland system | |
| JP3008969B2 (en) | Operation method of packed biological deodorization tower | |
| KR940019618A (en) | Livestock Wastewater Purification Method and Apparatus | |
| JPS627425A (en) | Method for deodorizing exhaust gas | |
| JPH1147788A (en) | Cleaning of water flowing in side ditch | |
| JP2002177731A (en) | Biological anaerobic/aerobic circulation type air cleaner | |
| JPS6365995A (en) | Treating apparatus for waste water | |
| JP3824341B2 (en) | River purification method | |
| JPH0239600Y2 (en) | ||
| RU2580U1 (en) | FILTER |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |