TWI567029B - Wastewater treatment tank - Google Patents
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- TWI567029B TWI567029B TW105112904A TW105112904A TWI567029B TW I567029 B TWI567029 B TW I567029B TW 105112904 A TW105112904 A TW 105112904A TW 105112904 A TW105112904 A TW 105112904A TW I567029 B TWI567029 B TW I567029B
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Description
本發明係關於一種廢水處理槽，尤指一種具有第一槽部、第二槽部以及複數容置槽之廢水處理槽。The present invention relates to a wastewater treatment tank, and more particularly to a wastewater treatment tank having a first tank portion, a second tank portion, and a plurality of accommodating tanks.
為了提供國民衛生的居住環境，來自於工業區、醫院、校園或社區等廢水，必須經由廢水處理系統將廢水進行淨化處理後再予以流放或再利用，以確保水資源的清潔、改善人們的生活環境、維護生態體系以及增進國民的健康。In order to provide a sanitation environment for people, wastewater from industrial areas, hospitals, campuses or communities must be cleaned and reused through wastewater treatment systems to ensure that water is cleaned and people's lives are improved. Environment, maintaining the ecosystem and improving the health of the people.
現有技術之廢水處理系統必須將廢水經由複數處理池單元來進行廢水的淨化處理，前述複數處理池單元包含除油池、攔汙柵、曝氣調節池、活性汙泥池、生物固定床、沉澱池以及消毒池等，除油池可去除廢水中的油脂；攔汙柵可去除廢水中的雜物；曝氣調節池可氧化廢水中的還原物質；活性汙泥池可藉由利用微生物分解污水中的複雜的有機化合物；生物固定床可利用好氧菌、兼氧菌以及厭氧菌共存形成的生態平衡系統，以分解污水中的有機物；沉澱池可將廢水中的微生物或懸浮物質沉澱；消毒池可將經沉澱池處理後的水進行消毒。因此，現有技術之廢水處理系統必須經由複數處理池單元以及複雜的處理程序以達到廢水淨化的目的，造成設備成本高以及處理過程費時之問題。The prior art wastewater treatment system must carry out purification treatment of wastewater through a plurality of treatment tank units, including the degreasing tank, the trash rack, the aeration regulating tank, the activated sludge tank, the biological fixed bed, and the sedimentation. The pool and the disinfection tank, etc., the oil removal tank can remove the oil in the waste water; the trash rack can remove the impurities in the waste water; the aeration regulation tank can oxidize the reducing substances in the waste water; the activated sludge pool can decompose the sewage by using microorganisms The complex organic compound; the biological fixed bed can utilize the ecological balance system formed by the coexistence of aerobic bacteria, facultative bacteria and anaerobic bacteria to decompose the organic matter in the sewage; the sedimentation tank can precipitate the microorganisms or suspended substances in the wastewater; The disinfection tank can disinfect the water treated by the sedimentation tank. Therefore, the prior art wastewater treatment system must achieve the purpose of wastewater purification through a plurality of treatment tank units and complicated treatment procedures, resulting in high equipment cost and time consuming process.
有鑑於現有技術的缺失，本發明之目的在於提供具有一第一槽部、一第二槽部以及複數容置槽之廢水處理槽，以達到降低設備成本以及縮短廢水淨化時間。In view of the deficiencies of the prior art, the object of the present invention is to provide a wastewater treatment tank having a first groove portion, a second groove portion and a plurality of accommodating grooves to reduce equipment cost and shorten waste water purification time.
為達到上述之目的，本發明所提供之廢水處理槽包含一槽體、一混合容器、一進水管、一進氣管以及複數容置槽。該槽體包含一底部、一周壁、一間壁以及一出水端；該周壁係由該底部之周緣朝向遠離底部的方向延伸形成。該間壁係環繞設於周壁之內部，且間壁與底部之間不相連接，使間壁與底部之間形成一通道；間壁於槽體內圍繞形成一第一槽部；間壁與該周壁之間界定出一第二槽部，該第二槽部與該第一槽部之間係藉由該通道相連通；第二槽部可容置複數浮球，且第二槽部設有自營菌，自營菌係位於複數浮球之間以及各浮球內部。該出水端係設於周壁與間壁之間且相對於底部之一端。In order to achieve the above object, the wastewater treatment tank provided by the present invention comprises a tank body, a mixing container, an inlet pipe, an inlet pipe and a plurality of accommodating grooves. The trough body comprises a bottom portion, a peripheral wall, a partition wall and a water outlet end; the peripheral wall is formed by extending a circumference of the bottom portion away from the bottom portion. The partition wall is disposed around the inner wall of the peripheral wall, and the partition wall and the bottom portion are not connected to each other to form a passage between the partition wall and the bottom portion; the partition wall surrounds the tank body to form a first groove portion; the partition wall and the partition wall A second groove portion is defined between the peripheral walls, and the second groove portion and the first groove portion communicate with each other through the passage; the second groove portion can accommodate a plurality of float balls, and the second groove portion is provided with Self-operated bacteria, self-operated bacteria are located between the multiple floats and inside the floats. The water outlet end is disposed between the peripheral wall and the partition wall and opposite to one end of the bottom.
該混合容器係設於槽體之第一槽部內且接近底部，混合容器設有異營菌。該進水管係中空管，該進水管之其中一端部係設於混合容器內，欲淨化處理的廢水可經由進水管輸送入混合容器內。該進氣管係中空管，該進氣管之其中一端部係設於混合容器內，進氣管之另一端部可與一增氧機相連接，藉由增氧機可將氧氣輸送入給混合容器內，以供混合容器內之異營菌使用。該複數容置槽之各容置槽係設於槽體之周壁相對於第二槽部之一側，各容置槽分別等間隔排列於槽體之出水端與底部之間，且各容置槽與槽體之底部之間的距離係小於槽體之出水端與底部之間的距離；各容置槽之底部設有複數孔洞。The mixing container is disposed in the first groove portion of the tank body and is close to the bottom portion, and the mixing container is provided with a bacterium. The inlet pipe is a hollow pipe, and one end of the inlet pipe is disposed in the mixing container, and the waste water to be purified can be sent into the mixing container through the inlet pipe. The intake pipe is a hollow pipe, one end of the intake pipe is disposed in the mixing container, and the other end of the intake pipe can be connected to an aerator, and the oxygen can be sent into the aerator. It is supplied to the mixing container for use by the bacteria in the mixing container. Each of the accommodating grooves of the plurality of accommodating grooves is disposed on one side of the peripheral wall of the tank body with respect to the second groove portion, and the accommodating grooves are equally spaced between the water outlet end and the bottom portion of the tank body, and are respectively accommodated The distance between the groove and the bottom of the tank body is smaller than the distance between the water outlet end and the bottom of the tank body; the bottom of each accommodating groove is provided with a plurality of holes.
較佳的，所述之槽體之底部呈圓弧型。Preferably, the bottom of the trough body has a circular arc shape.
較佳的，所述之槽體之間壁更包含一入水孔，槽體之出水端與底部之間的距離係小於間壁之入水孔與底部之間的距離。Preferably, the wall between the tanks further comprises a water inlet hole, and the distance between the water outlet end and the bottom of the tank body is smaller than the distance between the water inlet hole and the bottom wall of the partition wall.
較佳的，所述之槽體更包含一開口端，該開口端係設於間壁相對於該底部之一端，且開口端與底部之間的距離係大於間壁之入水孔與底部之間的距離。Preferably, the slot further comprises an open end, the open end is disposed at one end of the partition relative to the bottom, and the distance between the open end and the bottom is greater than the water inlet and the bottom of the partition the distance.
較佳的，所述之廢水處理槽更包含一蓋體，該蓋體係覆蓋於槽體之開口端。Preferably, the wastewater treatment tank further comprises a cover body covering the open end of the tank body.
較佳的，所述之混合容器更包含一混合部、一連接部以及一管柱，該連接部係與該混合部相連接，該管柱係與連接部相對於與混合部連接之一端相連接，且該管柱與混合部相連通。Preferably, the mixing container further comprises a mixing portion, a connecting portion and a pipe string, the connecting portion is connected to the mixing portion, and the pipe string and the connecting portion are opposite to one end of the connecting portion with the mixing portion. Connected, and the column is in communication with the mixing section.
較佳的，所述之混合容器之管柱與混合部之間的距離佔槽體之底部與開口端之間的距離的1/3至1/4。Preferably, the distance between the column and the mixing portion of the mixing container is 1/3 to 1/4 of the distance between the bottom and the open end of the tank.
較佳的，所述之槽體更包含複數通氣管，各通氣管係中空管，各通氣管分別穿設於該槽體之間壁，且各通氣管之兩端部係分別設於該第一槽部以及該第二槽部內。Preferably, the tank body further comprises a plurality of vent pipes, each vent pipe is a hollow pipe, and each vent pipe is respectively disposed on a wall between the groove bodies, and both ends of each vent pipe are respectively disposed at the same The first groove portion and the second groove portion.
較佳的，所述之槽體更包含一擋板，其係設於該槽體之出水端，該擋板包含複數排水孔。Preferably, the trough body further comprises a baffle disposed at a water outlet end of the trough body, the baffle comprising a plurality of drainage holes.
較佳的，所述之各容置槽分別可容置介質，該介質包含，但不限於培養土、活性碳、麥飯石、蛭石或椰子殼。Preferably, each of the accommodating grooves respectively accommodates a medium including, but not limited to, culture soil, activated carbon, medical stone, vermiculite or coconut shell.
依據本發明，本發明所述之廢水係指來自於社區之家庭廢水，該廢水包含有機物及無機物，其中有機物包含蛋白質。According to the invention, the wastewater according to the invention refers to domestic wastewater from the community, the wastewater comprising organic and inorganic substances, wherein the organic matter comprises proteins.
本發明之廢水處理槽係藉由進水管將廢水從輸送入槽體之第一槽部，並利用混合容器內的異營菌分解廢水中的有機物；廢水再經由槽體之通道進入第二槽部，並利用第二槽部內的自營菌分解廢水中的無機物；廢水再經由槽體之出水端流出，並依序經過各容置槽之介質進行雜質過濾，最後收集經各容置槽過濾的水即為淨化水，以達到廢水淨化之功效。The waste water treatment tank of the present invention transports waste water into the first tank portion of the tank body through the inlet pipe, and decomposes the organic matter in the waste water by using the bacteria in the mixed container; the waste water enters the second tank through the passage of the tank body. And use the self-operated bacteria in the second trough to decompose the inorganic matter in the wastewater; the wastewater flows out through the outlet end of the tank, and sequentially filters the impurities through the medium of each accommodating tank, and finally collects and filters through the accommodating tanks. The water is purified water to achieve the effect of wastewater purification.
下列實施例用於示範說明本發明。所述之實施例不以任何方式意欲限制本發明之範圍，但用於指示如何實施本發明的材料及方法。The following examples are intended to illustrate the invention. The examples are not intended to limit the scope of the invention in any way, but are intended to indicate how to practice the materials and methods of the invention.
請參閱圖1與圖2所示，本發明之廢水處理槽之第一實施例包含一槽體10、一混合容器20、一進水管30、一進氣管40、複數通氣管50、一擋板60以及複數容置槽70。Referring to FIG. 1 and FIG. 2, the first embodiment of the wastewater treatment tank of the present invention comprises a tank body 10, a mixing container 20, an inlet pipe 30, an intake pipe 40, a plurality of vent pipes 50, and a first block. The plate 60 and the plurality of receiving grooves 70.
該槽體10包含一底部11、一周壁12、一間壁13、一出水端14、一開口端15以及一蓋體16。該底部11呈圓弧型，該周壁12係由該底部11之周緣朝向遠離底部11的方向延伸形成；該間壁13係環繞設於周壁12之內部，且間壁13與底部11之間不相連接，使間壁13與槽體10之底部11之間形成一通道17。該出水端14係設於周壁12與間壁13之間且相對於底部11之一端；該開口端15係設於間壁13相對於底部11之一端。蓋體16係覆蓋於開口端15；間壁13於槽體10內圍繞形成一第一槽部18；間壁13與周壁12之間界定出一第二槽部19，第二槽部19與第一槽部18之間係藉由通道17相連通，第二槽部19可容置複數中空浮球191，且第二槽部19設有自營菌，複數浮球191內部可提供自營菌著床生長之空間，使自營菌位於各浮球191內部以及複數浮球191之間；藉由各浮球191內部具有極佳的流動性，以增加自營菌與廢水中的無機物之間的反應效率。自營菌包含氮硝化菌、亞硝酸菌、嗜酸性硫鐵桿菌、甲烷菌或硫氧化菌，藉由自營菌可分解廢水中的無機物，在具體實施例中，10 9個至1.2x10 10個自營菌設於第二槽部19；各浮球191之直徑為4公分。在另一具體實施例中，間壁13更包含一入水孔131，且出水端14與底部11之間的距離係小於間壁13之入水孔131與底部11之間的距離；開口端15與底部11之間的距離係大於入水孔131與底部11之間的距離。 The tank body 10 includes a bottom portion 11, a peripheral wall 12, a partition wall 13, a water outlet end 14, an open end 15, and a cover body 16. The bottom portion 11 has a circular arc shape, and the peripheral wall 12 is formed by extending the peripheral edge of the bottom portion 11 away from the bottom portion 11; the partition wall 13 is disposed around the inner periphery of the peripheral wall 12, and between the partition wall 13 and the bottom portion 11 Connected to form a passage 17 between the partition 13 and the bottom 11 of the trough 10. The water outlet end 14 is disposed between the peripheral wall 12 and the partition wall 13 and opposite to one end of the bottom portion 11; the open end 15 is disposed at one end of the partition wall 13 with respect to the bottom portion 11. The cover 16 is covered by the open end 15; the partition 13 defines a first groove 18 in the groove 10; a second groove 19 is defined between the partition 13 and the peripheral wall 12, and the second groove 19 is The first groove portions 18 communicate with each other through the passage 17, the second groove portion 19 can accommodate a plurality of hollow floating balls 191, and the second groove portion 19 is provided with self-operating bacteria, and the plurality of floating balls 191 can provide self-operating inside. The space for the growth of the bacteria is such that the self-operated bacteria are located inside each of the floats 191 and between the plurality of floats 191; and the floats 191 have excellent fluidity inside to increase the inorganic substances in the self-operated bacteria and the waste water. Reaction efficiency between. The self-supporting bacteria include nitrogen nitrifying bacteria, nitrous acid bacteria, Thiobacillus acidophilus, methanogens or sulfur oxidizing bacteria, and the inorganic substances in the wastewater can be decomposed by self-operating bacteria, in a specific embodiment, 10 9 to 1.2× 10 10 The self-operated bacteria are disposed in the second groove portion 19; each of the float balls 191 has a diameter of 4 cm. In another embodiment, the partition wall 13 further includes a water inlet hole 131, and the distance between the water outlet end 14 and the bottom portion 11 is smaller than the distance between the water inlet hole 131 and the bottom portion 11 of the partition wall 13; the open end 15 is The distance between the bottom portions 11 is greater than the distance between the water inlet holes 131 and the bottom portion 11.
該混合容器20係設於槽體10之第一槽部18內且接近底部11，混合容器20包含一混合部21、一連接部22以及一管柱23，該連接部22係與混合部21相連接；該管柱23係與連接部22相對於與混合部21連接之一端相連接，且管柱23與混合部21相連通。管柱23與混合部21之間的距離佔槽體10之底部11與開口端15之間的距離的1/3至1/4；管柱23相對於與連接部22連接之一端設置一沉水馬達24 (Tsurumi Pump PU型，購自於日本鶴見公司)，在較佳的實施例中，沉水馬達24之型號可使用(TOK3) 50PUA2.4S (購自於日本鶴見公司)或(TOK3) 50PUA2.4 (購自於日本鶴見公司)，且沉水馬達24之循環量為每小時9公噸至每小時24公噸，且揚程高度係介於3.5公尺至6.5公尺之間。在具體的實施例中，沉水馬達24之循環量為每小時9公噸的廢水。混合部21可容置異營菌，異營菌包含乳酸菌、酵母菌、脫氮菌、鐵質莢膜菌、硫還原菌或紫色非硫菌，藉由異營菌分解廢水中的有機物，在具體實施例中，10 9個至1.2x10 10個異營菌設於混合部21內。 The mixing container 20 is disposed in the first groove portion 18 of the tank body 10 and is close to the bottom portion 11. The mixing container 20 includes a mixing portion 21, a connecting portion 22 and a column 23, and the connecting portion 22 is coupled to the mixing portion 21. The column 23 is connected to the connection portion 22 with respect to one end connected to the mixing portion 21, and the column 23 communicates with the mixing portion 21. The distance between the tubular string 23 and the mixing portion 21 is 1/3 to 1/4 of the distance between the bottom portion 11 and the open end 15 of the tank body 10; the tubular string 23 is provided with respect to one end connected to the connecting portion 22 Water motor 24 (Tsurumi Pump PU type, purchased from Tsurumi Corporation, Japan). In a preferred embodiment, the model of the submersible motor 24 can be used (TOK3) 50PUA2.4S (purchased from Tsurumi Corporation, Japan) or (TOK3). 50PUA2.4 (purchased from Tsurumi Corporation, Japan), and the submersible motor 24 has a circulation of 9 metric tons per hour to 24 metric tons per hour, and the head height is between 3.5 meters and 6.5 meters. In a specific embodiment, the submersible motor 24 has a circulation of 9 metric tons of wastewater per hour. The mixing unit 21 can accommodate the bacterium, and the bacterium includes lactic acid bacteria, yeast bacteria, denitrifying bacteria, iron capsular bacteria, sulfur reducing bacteria or purple non-sulfur bacteria, and the organic matter in the wastewater is decomposed by the heterotrophic bacteria. In a specific embodiment, 10 9 to 1.2 x 10 10 different bacteria are disposed in the mixing portion 21.
該進水管30係中空管，進水管30之其中一端部可接受廢水，進水管30之另一端部設於混合容器20之混合部21內，以讓廢水可進入混合部21中，並與混合部21內的異營菌混合反應，以分解廢水中的有機物。在另一具體實施例中，進水管30呈L型且穿設於槽體10之間壁13之入水孔131。The inlet pipe 30 is a hollow pipe, one end of the inlet pipe 30 receives waste water, and the other end of the inlet pipe 30 is disposed in the mixing portion 21 of the mixing vessel 20 to allow waste water to enter the mixing portion 21 and The heterotrophic bacteria in the mixing section 21 mix and react to decompose the organic matter in the wastewater. In another embodiment, the water inlet pipe 30 is L-shaped and extends through the water inlet hole 131 of the wall 13 between the tank bodies 10.
該進氣管40係中空管，進氣管40之其中一端部係與一增氧機相連接；進氣管40之另一端部係設於混合容器20之混合部21內。藉由進氣管40除了可將增氧機內的氧氣輸送入混合容器20之混合部21，以供混合部21內之異營菌使用之外，亦可將位於混合部21之異營菌打入槽體10之第一槽部18內。The intake pipe 40 is a hollow pipe, and one end portion of the intake pipe 40 is connected to an aerator; the other end of the intake pipe 40 is disposed in the mixing portion 21 of the mixing container 20. The intake pipe 40 can be used to supply the oxygen in the aerator to the mixing portion 21 of the mixing container 20 for use by the bacteria in the mixing portion 21, and the bacteria in the mixing portion 21 can also be used. It is driven into the first groove portion 18 of the tank 10.
各通氣管50係中空管，各通氣管50係分別穿設於槽體10之間壁13，且各通氣管50之其中一端部係設於第一槽部18，各通氣管50之另一端部係設於第二槽部19內，使設於第二槽部19內之自營菌可藉由各通氣管50利用存在於第一槽部18內的氧氣。在較佳的實施例中，各通氣管50呈L型，且複數通氣管50的數量係16支通氣管50。Each of the vent pipes 50 is a hollow tube, and each of the vent pipes 50 is respectively disposed in the wall 13 between the tanks 10, and one end of each of the vent pipes 50 is disposed in the first groove portion 18, and each of the vent pipes 50 is another One end portion is provided in the second groove portion 19, and the self-supporting bacteria provided in the second groove portion 19 can utilize the oxygen gas existing in the first groove portion 18 by each of the vent pipes 50. In the preferred embodiment, each vent tube 50 is L-shaped and the number of vent tubes 50 is 16 vent tubes 50.
該擋板60係設於槽體10之出水端14，擋板60包含複數排水孔61，擋板60之各排水孔61的孔徑係小於各浮球191的直徑，藉以阻隔設於槽體10之第二槽部19之複數浮球191流出槽體10之出水端14。在較佳的實施例中，擋板60之各排水孔61的孔徑為3公分。The baffle 60 is disposed at the water outlet end 14 of the trough body 10. The baffle 60 includes a plurality of drain holes 61. The diameter of each of the drain holes 61 of the baffle 60 is smaller than the diameter of each of the float balls 191, thereby being disposed in the trough body 10. The plurality of float balls 191 of the second groove portion 19 flow out of the water outlet end 14 of the tank body 10. In the preferred embodiment, each of the drain holes 61 of the baffle 60 has a diameter of 3 cm.
各容置槽70係設於槽體10之周壁12相對於第二槽部19之一側，各容置槽70分別等間隔排列於槽體10之出水端14與底部11之間，且各容置槽70與槽體10之底部11之間的距離係小於槽體10之出水端14與底部11之間的距離。各容置槽70之底部設有複數孔洞71，各孔洞71之孔徑係1.5公分，且各容置槽70分別容置有介質，該介質包含培養土、活性碳、麥飯石、蛭石或椰子殼。在具體的實施例中，介質係活性碳。Each of the accommodating grooves 70 is disposed on one side of the peripheral wall 12 of the tank body 10 with respect to the second groove portion 19, and each of the accommodating grooves 70 is equally spaced between the water outlet end 14 and the bottom portion 11 of the tank body 10, and each The distance between the accommodating groove 70 and the bottom portion 11 of the tank body 10 is smaller than the distance between the water outlet end 14 of the tank body 10 and the bottom portion 11. A plurality of holes 71 are formed in the bottom of each of the accommodating grooves 70. The holes 71 of the holes 71 are 1.5 cm, and each of the accommodating grooves 70 respectively accommodates a medium containing culture soil, activated carbon, medical stone, vermiculite or coconut. shell. In a specific embodiment, the medium is activated carbon.
本發明之廢水處理槽於使用時，將廢水從進水管30送入槽體10之第一槽部18，廢水在第一槽部18之液面高度係高於槽體10之出水端14但低於槽體10之間壁13之入水孔131，透過沉水馬達24將氣體經由混合容器20之管柱23及連接部22打入混合部21，並藉由推移水流進而將位於混合部21之異營菌朝向接近入水孔131之廢水混合，當異營菌與廢水反應後，異營菌會下沉至槽體10之底部11，沉水馬達24可將位於槽體10之底部11的異營菌吸入混合容器20之管柱23，異營菌通過連接部22與混合部21後再次被沉水馬達24所噴出之水流推往接近入水孔131，以使異營菌在槽體10之第一槽部18進行循環，以避免異營菌聚集沉澱於槽體底部。當異營菌分解廢水中的有機物後，另一部分的廢水再經由通道17進入第二槽部19，廢水中的無機物會聚集於槽體10之複數浮球191內，藉由第二槽部19內的自營菌分解廢水中的無機物。廢水再經由槽體10之出水端14流出，並依序經過各容置槽70之介質進行雜質過濾，最後收集經各容置槽70過濾的水即為淨化水，以達到廢水淨化之功效。經由本發明之廢水處理槽進行廢水淨化後所獲得的淨化水之生化需氧量(biochemical oxygen demand, BOD)可達百萬分之20 (ppm)以下。When the wastewater treatment tank of the present invention is used, the wastewater is sent from the inlet pipe 30 to the first tank portion 18 of the tank body 10, and the liquid level of the wastewater in the first tank portion 18 is higher than the water outlet end 14 of the tank body 10 but The water inlet hole 131 of the wall 13 between the tanks 10 passes through the submerged motor 24 to drive the gas into the mixing portion 21 via the column 23 and the connecting portion 22 of the mixing container 20, and is placed in the mixing portion 21 by shifting the water flow. The bacterium is mixed with the wastewater close to the water inlet 131. When the bacterium reacts with the wastewater, the bacterium will sink to the bottom 11 of the tank 10, and the submersible motor 24 will be located at the bottom 11 of the tank 10. The heterotrophic bacteria are sucked into the column 23 of the mixing container 20, and the heterotrophic bacteria are again pushed to the water inlet hole 131 by the water discharged from the submersible motor 24 through the connecting portion 22 and the mixing portion 21, so that the bacterium is in the tank body 10 The first groove portion 18 is circulated to prevent the accumulation of foreign bacteria in the bottom of the tank. After the meta-organism bacteria decomposes the organic matter in the wastewater, another portion of the wastewater enters the second tank portion 19 via the passage 17, and the inorganic matter in the wastewater collects in the plurality of floats 191 of the tank body 10, and the second groove portion 19 The self-operated bacteria inside break down the inorganic matter in the wastewater. The waste water flows out through the water outlet end 14 of the tank body 10, and sequentially filters the impurities through the medium of each of the accommodating tanks 70. Finally, the water filtered through each of the accommodating tanks 70 is purified water to achieve the effect of wastewater purification. The biochemical oxygen demand (BOD) of the purified water obtained after the wastewater purification by the wastewater treatment tank of the present invention can be up to 20 parts per million (ppm) or less.
請參閱圖1與圖3所示，本發明之廢水處理槽之第二實施例於概同於第一實施例，其差異在於第二實施例中，槽體10A並未包含蓋體16，槽體10A之開口端15A設有一盆栽，該盆栽封閉槽體10A之開口端15A，且各容置槽70A分別設有複數植物，藉由植物吸收流過各容置槽70A之水中的無機物，以更佳地達到廢水淨化之功效。Referring to FIG. 1 and FIG. 3, the second embodiment of the wastewater treatment tank of the present invention is similar to the first embodiment, except that in the second embodiment, the tank body 10A does not include the cover body 16, the groove. The open end 15A of the body 10A is provided with a potted plant, which closes the open end 15A of the tank body 10A, and each of the accommodating tanks 70A is provided with a plurality of plants respectively, and the plant absorbs the inorganic substances flowing in the water of each of the accommodating tanks 70A, Better achieve the efficacy of wastewater purification.
10,10A‧‧‧槽體
11‧‧‧底部
131‧‧‧入水孔
12‧‧‧周壁
13‧‧‧間壁
14‧‧‧出水端
15,15A‧‧‧開口端
16‧‧‧蓋體
17‧‧‧通道
18‧‧‧第一槽部
19‧‧‧第二槽部
191‧‧‧浮球
20‧‧‧混合容器
21‧‧‧混合部
22‧‧‧連接部
23‧‧‧管柱
24‧‧‧沉水馬達
30‧‧‧進水管
40‧‧‧進氣管
50‧‧‧通氣管
60‧‧‧擋板
61‧‧‧排水孔
70,70A‧‧‧容置槽
71‧‧‧孔洞10,10A‧‧‧
11‧‧‧ bottom
131‧‧‧Water inlet
12‧‧‧Wall
13‧‧‧ partition
14‧‧‧Water outlet
15,15A‧‧‧Open end
16‧‧‧ Cover
17‧‧‧ channel
18‧‧‧First groove
19‧‧‧Second trough
191‧‧‧Floating ball
20‧‧‧Mixed container
21‧‧‧Mixed Department
22‧‧‧Connecting Department
23‧‧‧ column
24‧‧‧Submersible motor
30‧‧‧ water inlet
40‧‧‧Intake pipe
50‧‧‧ snorkel
60‧‧ ‧ baffle
61‧‧‧Drainage holes
70,70A‧‧‧ accommodating slots
71‧‧‧ hole
圖1係本發明之廢水處理槽之第一實施例之剖面圖。 圖2係本發明之廢水處理槽之浮球之立體外觀圖。 圖3係本發明之廢水處理槽之第二實施例之部分剖面圖。BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a cross-sectional view showing a first embodiment of a wastewater treatment tank of the present invention. Figure 2 is a perspective view of the float of the waste water treatment tank of the present invention. Figure 3 is a partial cross-sectional view showing a second embodiment of the wastewater treatment tank of the present invention.
(無)(no)
10‧‧‧槽體 10‧‧‧
11‧‧‧底部 11‧‧‧ bottom
131‧‧‧入水孔 131‧‧‧Water inlet
12‧‧‧周壁 12‧‧‧Wall
13‧‧‧間壁 13‧‧‧ partition
14‧‧‧出水端 14‧‧‧Water outlet
15‧‧‧開口端 15‧‧‧Open end
16‧‧‧蓋體 16‧‧‧ Cover
17‧‧‧通道 17‧‧‧ channel
18‧‧‧第一槽部 18‧‧‧First groove
19‧‧‧第二槽部 19‧‧‧Second trough
191‧‧‧浮球 191‧‧‧Floating ball
20‧‧‧混合容器 20‧‧‧Mixed container
21‧‧‧混合部 21‧‧‧Mixed Department
22‧‧‧連接部 22‧‧‧Connecting Department
23‧‧‧管柱 23‧‧‧ column
24‧‧‧沉水馬達 24‧‧‧Submersible motor
30‧‧‧進水管 30‧‧‧ water inlet
40‧‧‧進氣管 40‧‧‧Intake pipe
50‧‧‧通氣管 50‧‧‧ snorkel
60‧‧‧擋板 60‧‧ ‧ baffle
61‧‧‧排水孔 61‧‧‧Drainage holes
70‧‧‧容置槽 70‧‧‧ accommodating slots
71‧‧‧孔洞 71‧‧‧ hole
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW105112904A TWI567029B (en) | 2016-04-26 | 2016-04-26 | Wastewater treatment tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW105112904A TWI567029B (en) | 2016-04-26 | 2016-04-26 | Wastewater treatment tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| TWI567029B true TWI567029B (en) | 2017-01-21 |
| TW201738186A TW201738186A (en) | 2017-11-01 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW105112904A TWI567029B (en) | 2016-04-26 | 2016-04-26 | Wastewater treatment tank |
Country Status (1)
| Country | Link |
|---|---|
| TW (1) | TWI567029B (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW201031599A (en) * | 2009-02-17 | 2010-09-01 | Leaderman & Associates Co Ltd | Wastewater treatment method for simultaneously performing heterotrophy and autotrophy denitrification in conjunction with removing of chemical oxygen demand and apparatus thereof |
| CN203545786U (en) * | 2013-10-22 | 2014-04-16 | 黎明兴技术顾问股份有限公司 | Ammonia-nitrogen containing wastewater treatment equipment |
-
2016
- 2016-04-26 TW TW105112904A patent/TWI567029B/en active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW201031599A (en) * | 2009-02-17 | 2010-09-01 | Leaderman & Associates Co Ltd | Wastewater treatment method for simultaneously performing heterotrophy and autotrophy denitrification in conjunction with removing of chemical oxygen demand and apparatus thereof |
| CN203545786U (en) * | 2013-10-22 | 2014-04-16 | 黎明兴技术顾问股份有限公司 | Ammonia-nitrogen containing wastewater treatment equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| TW201738186A (en) | 2017-11-01 |
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