JPS5855089A - Batch type tidal filter bed for treatment of sewage - Google Patents

Batch type tidal filter bed for treatment of sewage

Info

Publication number
JPS5855089A
JPS5855089A JP56154541A JP15454181A JPS5855089A JP S5855089 A JPS5855089 A JP S5855089A JP 56154541 A JP56154541 A JP 56154541A JP 15454181 A JP15454181 A JP 15454181A JP S5855089 A JPS5855089 A JP S5855089A
Authority
JP
Japan
Prior art keywords
water
filter beds
floor
beds
filter
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
JP56154541A
Other languages
Japanese (ja)
Inventor
Mitsuyoshi Watanabe
渡辺 三義
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP56154541A priority Critical patent/JPS5855089A/en
Publication of JPS5855089A publication Critical patent/JPS5855089A/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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

PURPOSE:To promote the growth of bacteria and algae and to improve the efficiency of purification by applying ebb and flow periodically and sequentially to the respective filter beds which are installed in series and parallel and are packed with granular lumps of stone thereby providing both characteristics of immersion filter beds and trickling filter beds. CONSTITUTION:Filter beds in arrays A, B are provided respectively with flow regulating plates 4, and are packed therein with filter media 3 which are granular lumps of stone. The filter beds of the upper and lower stages or the filter beds in the upper stages are connected to water discharge lines via valves 2. The valves 2 are held open to feed the water into the filter beds of the next stages for the time since water is filled full in the filter beds of the upper stages until the water decreases by a prescribed rate. These valves are held closed to increase the volume of the water in the filter beds of the upper stages for the time since the water in the upper stages decreases until the water is filled full in the same. When the water in the filter beds of the arrays A, B decreases to prescribed volume, feeding of water into these beds begins to increase the water therein successively and to start discharging the water to the filter beds in the next stages, whereby the water is decreased successively. The filter beds repeat ebb and tide sequentially and periodically by each array.

Description

【発明の詳細な説明】 本尭明は1石材粒典をデ材とした汚水鵡履用−床に関し
、階段状K11iit’設、けて直列的に豪数槽這、!
IしたFjleをjl!列的に執数列殻値し、4r#l
lO象上RE)e!’IR#i時間髄を保っ時間分的K
11次汚水が注入* fL s各1列、☆嵐の咎、l床
は、所定減水量又扛上威P啄0I9I定一本型に!l1
11趣被注水が一紬宴れ、て遂次増水し、所定満水蓋に
#1111000l床に注水を細紬して遂久軌水し谷P
床は各列毎KIII4次−干t−an、返す事を特徴と
すゐ汚水処塩用紬分武干#IIP床である。
[Detailed Description of the Invention] This Takamei has a stepped K11iit' floor for sewage water using one stone grain as the material, and several tanks in series!
Jl the Fjle that I did! The serial shell value is 4r#l
lO elephant RE) e! 'IR #i keep the time essence and time minute K
11th grade sewage is injected * fL s each one row, ☆ Arashi no Tori, l floor is a fixed amount of water reduction or 扛上WeiPtaku0I9I fixed one type! l1
11 times the water was injected into Ichitsumugi, and the water rose one after another, and when the water reached the specified level, water was poured into the #1111000L floor, and the water was poured into the valley P.
The floor is a #IIP floor for sewage treatment and salt treatment, which is characterized by a KIII 4th grade - dry t-an and return for each row.

疵釆、敞生物を刹用した接触酸化による浸漬l床又は散
水PIRは一般に最終麩lに使用され、浸漬PR#i凪
履佃内に、河川と同様常時一定量の汚水を流してP材を
&債状11iK保ち、流下させながら汚水を鉱層し、散
水l床は鉱層槽内に充礪したPgに常時汚水を散布する
方法であった。
Immersion bed or water spray PIR using catalytic oxidation using catalytic oxidation is generally used for the final production of P material by constantly flowing a constant amount of wastewater into the immersion PR #i Nagiri Tsukuda, similar to rivers. 11iK was maintained, and the sewage was poured into the ore layer while flowing down, and the water sprinkling method was a method in which the sewage was constantly sprayed onto the Pg that had accumulated in the ore layer tank.

本ii明の最大の脣黴は1LJt^に設置し、石材粒a
llを尤Jjlllせた各l床に、周期的に順次干満を
附与し、−浸漬l床と散水4P床、O両曽性を兼備させ
、かつ干満による物思的調徴會微生’IIIK与える事
によ〕、鐵失物、、**生物、藻類等の繁殖を助長し汚
水浄化効率を高論するもの′″rsる。
The biggest stain in this book II is placed at 1LJt^, and the stone grain a
By periodically imparting ebb and flow to each l bed with ll and Jjllll, - making it both an immersed l bed, a watering 4P bed, and an O-ambientity, and creating a speculative adjustment society due to ebb and flow. IIIK), which promotes the growth of living things, algae, etc., and improves the efficiency of sewage purification.

先づl1llilll及1び、Ii l II K示す
1差列3這−床の夷m1111につiて4本Ii―を説
−する・階段状に落走に般けてl床(ムl)(ム1)(
ムa)CJjAT単にA列と−う)とl床(Bl) C
l1l) (Ill) C以下率にB列という)を設け
ると共に%A#11とB列のF床を並列的に設置する・
各列の最上段のP床(At)と(Bl)は、切替パルプ
(1〕によIl1次処履鉱層3次処埴されたtIj末が
時間差を保って回分的に交互に注入される。^s mR
oP床は夫々!II流板(番)を設けると共に、石材粒
謔のP材(1)を充填し、パルプ(8)を介して上段と
下段のPRあるいは上RP床と排水路KiIalれ、各
パルプ(りはその上*OF床の所定#11水量から所定
減水量に至るまての時間開放して次段t)PRK注水し
、上段が所定減水量から所定満水量に至るtでの給量閉
鎖して上段のP床の水量を増加畜せる。即ち、An8#
o4)Fffは、所定減水量に遥した故、又鉱上設の炉
床が所定満水量に遍した後注水が開始して遂次増水し、
所定満水量に達した価、又a次段OF床が所定lIl!
水量に遍した後、次段のP床に排水を開始し、て避次1
g末する。質って各P床は壺列毎に履次114M、的K
t14干・を#a組返す蔓となる。
First, l1llill and 1, Ii l II K shows 1 difference row 3 crawls - Ii of the floor m1111 i and 4 lines Ii - - Explain the l floor (mul) in general falling in a staircase shape (Mu1) (
Mu a) CJj AT simply A row) and l floor (Bl) C
l1l) (Ill) In addition to installing %A #11 and F floor of B row in parallel,
In the P beds (At) and (Bl) at the top of each row, the tIj powder which has been subjected to the tertiary processing of the Il primary processing ore layer by the switching pulp (1) is injected alternately in batches with a time difference maintained. .^s mR
Each oP floor is different! In addition to installing II flow plate (number), P material (1) of stone granules is filled, and the upper and lower PR or upper RP floors and drainage channel KiIal are filled through the pulp (8). In addition, *The OF floor is opened for the time from the predetermined #11 water volume to the predetermined water reduction amount, the next stage t) PRK water is injected, and the upper stage is closed for the time from the predetermined water reduction volume to the predetermined full water volume. The amount of water in the upper P bed can be increased. That is, An8#
o4) Fff was far below the predetermined amount of water reduction, and after the mine hearth had reached the predetermined full water amount, water injection started and the water increased one after another.
When the predetermined full water level is reached, the next stage OF floor reaches the predetermined level!
After reaching the water level, start draining to the next P floor, and then
end of g. Each P floor is 114M long for each row of pots, and the target is K.
It becomes a vine that returns #a to t14.

今、ms−に示す如く縦軸tF床内の水腫として満干、
権−をs#&ilとして、(’!’1)l−注水赫閾、
(Td)を漕留Il関%(TO)を排水時間として表示
し、s水量の漕留時閲かなiものとすると、第4図に示
す如くP床(ム萬〕にtlからtlまで注水畜れ、次K
P床(III)Kt冨からt3′*で注*畜れ、ムB4
kNのIF床は増水と減水を頴次繰夕返す・恢ってA列
OF床では、11からtl鵞でに1床(ムl)に注2に
された汚水は、P床(ム雪)にはt暑かbt3mで、P
床(ム3)IIcは$3ipら14までの時間に注水さ
れてム伺04F床をR潰し、11#lOP床では、8M
−1sb* 11?t’i床(lit)ec注水された
汚水は、P床(IIり Kは11からt4まで、P床(
111)Kはt4から%!!t?ID1lllaK注*
畜れて1列08P床を4通過し1、金P床円の1滞W水
量は11時盆満水愈の1分の1となる。
Now, as shown in ms-, there is ebb and flow as a hydrocele in the vertical axis tF bed.
Right- as s#&il, ('!'1)l-shuihei threshold,
If (Td) is expressed as the drainage time and % (TO) is the drainage time, and s water volume is expressed as the drainage time, then water is injected into the P bed (Muman) from tl to tl as shown in Figure 4. Damn it, next K
P floor (III) Note from Kt to t3'* Damn it, M B4
The IF floor of kN repeatedly increases and decreases water.Thus, in the A row OF floor, the sewage that has been reduced to 1 bed (mul) from 11 to 1 bed (mul) is transferred to the P floor (mu snow). ) is t hot or bt3m, P
Floor (Mu 3) IIc was injected with water from $3ip to 14 and crushed Mu 04F floor R, and on the 11#1OP floor, 8M
-1sb* 11? t'i floor (lit) ecThe injected wastewater is transferred to P floor (II), K is from 11 to t4, P floor (
111) K is % from t4! ! T? ID1llaKNote*
One row passes through 08P floor 4 times, and the amount of water in one stagnant W water volume of 1 gold P floor circle is 1/1 of the 11 o'clock basin full water.

烏!1−は1並列1這r床の実胤例を示し、湯気41(
IQ)及び(iD) (in) K、自励切替パルプ(
1)Kよn*関差を保って頴次汚水回分的に注水ti、
+wh気榴(80) (ID) (llDI!、#l1
lI&状に幡ik管有しJ11列状に11れ直列的に豪
絖葛れる%#l1OF尿、JIItP雫(at) (O
x) (as) s F尿(D t) (ax) (D
 a) s as床(ml)(l雪><ms>の最上#
CP床(01)CDI)に1m)K夫々各別Kmけたパ
ルプ(翼)を介してmII!tnる・O,D、冨各列の
4に炉床は、第1mO夷)1例と同様にパルプ(1)を
介して上下又は下段TohIAは排水路に接続される。
crow! 1- shows an actual example of 1 parallel 1 bed, steam 41 (
IQ) and (iD) (in) K, self-excited switching pulp (
1) Inject water in batches while maintaining the Kyon* difference,
+wh Kep (80) (ID) (llDI!, #l1
%#l1OF urine, JIItP drops (at) (O
x) (as) s F urine (D t) (ax) (D
a) s as floor (ml) (l snow><ms>top#
CP bed (01) CDI) 1m) K each separately Km through the pulp (wings) mII! tnru O, D, the hearth in 4 of each row is connected to the drainage channel through the pulp (1) as in the first example).

各パルプ(j)はWnl−に示す貢−例と同様に、そ、
O上坂の一床の所定#1本末麓b所定減水量に至り重−
での時間開放し、上段の炉床が所定減水量から所kt1
iIi水重に盈るtでの時間開−する。
Each pulp (j) is similar to the example shown in Wnl-.
O The bottom of the designated #1 book on one bed on the upper slope.
The upper hearth is opened for a certain period of time, and the upper hearth reaches a certain point kt1 from the predetermined water reduction amount.
iiii The time at which the water weight increases is t.

即ち、各湯気槽(go)、(暴D)(81に一分的に一
次注水された汚水は、OlD、l各列毎に験次上段の#
4尿から次mop、床に注水され周期的に満干を繰り返
しながら各−床!蛇行してa通、する拳となる。l!つ
て0sDs暑各内の各P比は、第3凶o1!):本、滞
電、#P水で狭示すれ#f第6図に示す如(満干、【繰
p感し1盆P床内の渣留水蓋は常時盆勇求重のS分の!
にIIa幽す為。
In other words, the sewage that was temporarily injected into each steam tank (go) and (D) (81) is poured into the ## of the upper row of the water tank for each row of Old and L.
From 4 urine to the next mop, water is poured onto the floor and the water is cyclically ebbed and drained, each time on the floor! It becomes a meandering fist. l! Each P ratio in each 0sDs heat is the third bad o1! ): Books, electricity stagnation, #P water narrowed #f As shown in Figure 6 (high tide, [repeated p feeling, the residue water cover in the 1st basin P floor is always S minute of the 1st basin P) !
To hide IIa.

以上の如(本軸@は、金1床が周期的に干−を織#志す
墨によ1空気恢縮、太陽光叡収が行えるから、好気性I
ik朱書、後生生智のm端を活抛化しmalll、苔等
の毬書の同化作用が促進基れ、浸(III床と散2KP
床の令する両効果を挙けゐと共に、−会式K11JiK
畜れP体内O水のほとんどが入れ替るので効率よく均一
な汚水九mを行う事がで自為−床である。
As shown above (the main axis @ is the aerobic
Ik Shushu activates the m end of the afterlife life wisdom and promotes the assimilation effect of mallets such as mall, moss, etc.
While demonstrating both the effects of the floor, -kaishiki K11JiK
Since most of the O water in the animal's body is replaced, it is possible to efficiently and uniformly drain 9 m of sewage.

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

一付一には本発−に係る干満P床O拠施例を示し、第1
−は31列8遍P床O笑施内平面脂、畠l−は第111
[11の縦断−図、第1−は一床の千−作用vt貌明す
るための水量変化対時開関係の基本m−1第4mは第1
図及び第2−に示す*施例に&けh水量変化対時間関係
図、第S図は湯気槽をj1敵した1、並列1連P尿0*
施例平mail、畠6図は第S図に示す貢)1flK>
けゐ本量変化対時間関係図である・図中、(ムl)(ム
冨)(ム3)・・・直列の一尾、(II l) <mm
) (1m) * * 中11#l IDF床、(01
) (01) (O8)は0列t)P床、(DI)CD
I)CDI)* * e D#11oP床、(II)(
11)([0・・・1列or床1(1)・φ・切替ノ(
ルプ、(り・・・パルプ、(3)・・・P材、(4)1
1SIIJI流板、(jso) (lD) (sl) 
・・・kh気’IMを示す。 特許出願人
Attachment 1 shows examples of tidal P bed O based on this power plant.
- is the 31st row 8th P floor O smile inner plane fat, Hatake l - is the 111th
[Longitudinal diagram of 11, 1st is the basic relationship between water volume change and time opening for one bed's 1,000-action vt appearance m-1 4th m is the 1st
*In the example shown in the figure and 2-, the water volume change vs. time relationship diagram, Figure S is 1 with a steam tank j1, parallel 1 continuous P urine 0*
Example flat mail, Figure 6 is the contribution shown in Figure S) 1flK>
This is a diagram of the relationship between the change in the amount of weight and time. In the diagram, (mul) (mu t) (mu 3)...One tail in series, (II l) <mm
) (1m) * * Medium 11#l IDF floor, (01
) (01) (O8) is 0 row t) P floor, (DI) CD
I) CDI) * * e D#11oP floor, (II) (
11) ([0...1 row or floor 1 (1), φ, switching (
Pulp, (ri...Pulp, (3)...P material, (4)1
1SIIJI flowing board, (jso) (ld) (sl)
...Indicates kh'IM. patent applicant

Claims (1)

【特許請求の範囲】[Claims] 石材粒塊をろ材とした汚水処理用ろ床におiて、階段状
gs*を臆けて直列的に徴徹榴jlJllしたl床を差
列釣に複数列数置し、各列の最上段のPgは時Ill滌
を保って一分的に馳次fg水が注入畜れ、各^、各*O
G−床は、所定誠水量又は上*F1床の所定歯、水量に
鯛越ffl注水参−始畜れて遮1次増水し、所定、−水
量Kjil1m後次IRE)FIRに注水を一麩して遂
次減水し、1i!)l床は各り毎Km久鉤干をalll
j返す事を特徴とする書を嘴汚水他鳳用干満炉床。
In a filter bed for sewage treatment using stone granules as a filter material, multiple rows of beds are placed in series in order to prevent the step-like gs The upper Pg is kept constant and the next fg water is injected for a minute, each ^, each *O
The G-floor is filled with water at a predetermined amount of water or the predetermined tooth of the upper *F1 floor, and the water is injected into the Taigoshiffl first. Then the water level gradually decreased, and it was 1i! ) The floor is all Km long.
A calligraphy characterized by the return of beak sewage and other tidal hearths.
JP56154541A 1981-09-28 1981-09-28 Batch type tidal filter bed for treatment of sewage Pending JPS5855089A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56154541A JPS5855089A (en) 1981-09-28 1981-09-28 Batch type tidal filter bed for treatment of sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56154541A JPS5855089A (en) 1981-09-28 1981-09-28 Batch type tidal filter bed for treatment of sewage

Publications (1)

Publication Number Publication Date
JPS5855089A true JPS5855089A (en) 1983-04-01

Family

ID=15586506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56154541A Pending JPS5855089A (en) 1981-09-28 1981-09-28 Batch type tidal filter bed for treatment of sewage

Country Status (1)

Country Link
JP (1) JPS5855089A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011062657A (en) * 2009-09-18 2011-03-31 Chugoku Electric Power Co Inc:The Nitrification apparatus and biological nitrification and denitrification apparatus
US20120024780A1 (en) * 2010-06-21 2012-02-02 Herman Carr Water treatment plant for combined biomass and biogas production
JP2018030070A (en) * 2016-08-23 2018-03-01 水ing株式会社 Water treatment apparatus and water treatment method
CN110745969A (en) * 2019-11-25 2020-02-04 中建三局第二建设工程有限责任公司 Double-layer artificial wetland and method for supplying oxygen by utilizing tides

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011062657A (en) * 2009-09-18 2011-03-31 Chugoku Electric Power Co Inc:The Nitrification apparatus and biological nitrification and denitrification apparatus
US20120024780A1 (en) * 2010-06-21 2012-02-02 Herman Carr Water treatment plant for combined biomass and biogas production
JP2018030070A (en) * 2016-08-23 2018-03-01 水ing株式会社 Water treatment apparatus and water treatment method
CN110745969A (en) * 2019-11-25 2020-02-04 中建三局第二建设工程有限责任公司 Double-layer artificial wetland and method for supplying oxygen by utilizing tides
CN110745969B (en) * 2019-11-25 2024-04-19 中建三局第二建设工程有限责任公司 Double-layer constructed wetland and method for supplying oxygen by using tide

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