TWI735342B - Method for rapid precipitation of organic wastewater - Google Patents
Method for rapid precipitation of organic wastewater Download PDFInfo
- Publication number
- TWI735342B TWI735342B TW109132614A TW109132614A TWI735342B TW I735342 B TWI735342 B TW I735342B TW 109132614 A TW109132614 A TW 109132614A TW 109132614 A TW109132614 A TW 109132614A TW I735342 B TWI735342 B TW I735342B
- Authority
- TW
- Taiwan
- Prior art keywords
- organic
- waste water
- organic wastewater
- potassium hydroxide
- organic waste
- Prior art date
Links
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/20—Nature of the water, waste water, sewage or sludge to be treated from animal husbandry
-
- 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
Abstract
Description
本發明係有關於一種可以使有機質廢水快速沉澱及具有最佳過濾效果之處理方法。 The present invention relates to a treatment method that can quickly precipitate organic wastewater and has the best filtering effect.
目前一般禽畜糞尿或廚餘所形成的有機質廢水,主要係以三段式廢水處理設備進行處理,其處理先後流程係為:固液分離、厭氧發酵及好氧處理,處理過後的廢水則放流。因此上述的處理設備及處理方法,沉澱處理的等待時間長,而且處理的電費高、會發出惡臭異味及污染環境生態。 At present, organic waste water formed by general livestock manure or kitchen waste is mainly treated by three-stage wastewater treatment equipment. The treatment sequence is: solid-liquid separation, anaerobic fermentation and aerobic treatment, and the treated wastewater is Release. Therefore, in the above-mentioned processing equipment and processing method, the waiting time for precipitation processing is long, and the electricity cost of the processing is high, which will emit foul smells and pollute the environment and ecology.
因此有西元2019年4月23日中國大陸所公開之發明第CN109665663號「一種畜禽養殖廢水的處理方法」專利案,其係揭露:包括預處理階段、生化處理階段和深度處理階段,所述預處理階段至少包括對廢水進行格柵初步除雜、斜篩分離和混凝沉澱;所述生化處理階段至少包括廢水進行厭氧發酵、厭氧沉澱和AB法生物脫氮除磷;所述深度處理階段至少包括對廢水進行光催化氧化、生物脫氮,通過本技術方案處理後的廢液製作農用肥料,為農業提供優質的肥料資源,同時在廢水處理過程中實現了沼氣的提取和再利用,廢水經處理後,優於養殖廢水排放標準,實現養殖廢水的達標排放或中水回用,既節能又環保。 Therefore, there is a patent case of Invention No. CN109665663 "A Method for Treating Wastewater from Livestock and Poultry Farming" published in Mainland China on April 23, 2019, which discloses: including the pretreatment stage, the biochemical treatment stage and the advanced treatment stage. The pretreatment stage at least includes the preliminary grid removal, inclined screen separation, and coagulation sedimentation of the wastewater; the biochemical treatment stage includes at least the wastewater anaerobic fermentation, anaerobic sedimentation, and AB biological nitrogen and phosphorus removal; the depth The treatment stage at least includes photocatalytic oxidation of wastewater, biological denitrification, and production of agricultural fertilizers from the waste liquid treated by this technical solution, which provides high-quality fertilizer resources for agriculture, and at the same time realizes the extraction and reuse of biogas in the wastewater treatment process , After the wastewater is treated, it is better than the aquaculture wastewater discharge standard, realizing the discharge of the aquaculture wastewater or the reuse of the reclaimed water, which is both energy-saving and environmentally friendly.
又有中華民國101年3月1日所公開之發明第201209014號「一種由動物廢物製備甲烷,有機基質物肥料與可利用水之系統與方法」專利案,其係揭露:包含分離該動物廢物成液態廢物與固態廢物之步驟。將該廢物進行厭氧消化 作用以產生甲烷與一濕副產物。該濕副產物被按壓成一濾餅,其被製粒成該有機基質物肥料。澄清該液態廢物以產生一上清液與一淤渣,其與該濕副產物一起被按壓成一濾餅。自該上清液中萃取氨以產生硫酸銨與一水溶液。過濾該水溶液以產生一濃縮物及水濾液。該水濾液可被用作飲用或清洗水。該硫酸銨與濃縮物可用於提供該固態廢物,其被製粒成該有機基質物肥料。在另擇的具體實施例中,一部分該上清液與水溶液可被用作液態肥料。 There is also a patent case of Invention No. 201209014 "A system and method for preparing methane from animal waste, organic substrate fertilizer and usable water" published on March 1, 101 of the Republic of China, which discloses: including separation of the animal waste Steps into liquid waste and solid waste. Anaerobic digestion of the waste Function to produce methane and a wet by-product. The wet by-product is pressed into a filter cake, which is granulated into the organic matrix fertilizer. The liquid waste is clarified to produce a supernatant and a sludge, which together with the wet by-products are pressed into a filter cake. Ammonia is extracted from the supernatant to produce ammonium sulfate and an aqueous solution. The aqueous solution is filtered to produce a concentrate and water filtrate. The water filtrate can be used as drinking or washing water. The ammonium sulfate and concentrate can be used to provide the solid waste, which is granulated into the organic matrix fertilizer. In an alternative embodiment, a portion of the supernatant and aqueous solution can be used as liquid fertilizer.
惟上述該等專利前案之處理設備的構造複雜,同樣處理時間長及處理方法麻煩費時,而且處理費用過高,同時對於環境生態仍有一定程度的污染,因此在使用上並不盡理想。 However, the processing equipment of the previous patents mentioned above has a complex structure, a long processing time and a cumbersome and time-consuming processing method, and the processing cost is too high. At the same time, there is still a certain degree of pollution to the environment and ecology, so the use is not ideal.
爰此,有鑑於目前習知的有機質廢水處理方法具有上述的缺點。故本發明提供一種有機質廢水快速沉澱方法,包含有:收集一有機質廢水;於該有機質廢水內添加一氫氧化鉀溶液,該氫氧化鉀溶液中的水與氫氧化鉀之調配比例係為50:1~10:1,該有機質廢水與該氫氧化鉀溶液之添加比例係為10:1~10:3,使其pH值調高至10以上;於該有機質廢水內添加一澱粉溶液,該澱粉溶液中水與澱粉之調配比例係為1:0.025~1:0.050,該有機質廢水與該澱粉溶液之添加比例係為8:1~20:1,使其pH值調降至8以下;於該有機質廢水內添加一吸附劑,該有機質廢水與該吸附劑之添加比例係為1:0.025~1:0.1,藉以對於該有機質廢水產生除臭及除味的作用;將該有機質廢水靜置沉澱10~60分鐘,使該有機質廢水快速沉澱形成一有機固體、一濃縮液及一澄清液。 In view of this, in view of the current known organic wastewater treatment methods have the above-mentioned shortcomings. Therefore, the present invention provides a method for rapid precipitation of organic waste water, which includes: collecting an organic waste water; adding a potassium hydroxide solution to the organic waste water, and the mixing ratio of water and potassium hydroxide in the potassium hydroxide solution is 50: 1~10:1, the addition ratio of the organic wastewater to the potassium hydroxide solution is 10:1~10:3, so that the pH value is adjusted to above 10; a starch solution is added to the organic wastewater, and the starch The mixing ratio of water and starch in the solution is 1:0.025~1:0.050, and the addition ratio of the organic wastewater to the starch solution is 8:1~20:1, so that the pH value is adjusted to below 8; An adsorbent is added to the organic waste water, and the ratio of the organic waste water to the adsorbent is 1:0.025~1:0.1, so as to deodorize and deodorize the organic waste water; the organic waste water is allowed to stand for precipitation 10 ~60 minutes, the organic waste water is rapidly precipitated to form an organic solid, a concentrated liquid and a clear liquid.
上述氫氧化鉀採用草木灰,係於1噸水內溶解有20kg的該草木灰,以形成該氫氧化鉀溶液。 The above potassium hydroxide uses plant ash, and 20 kg of the plant ash is dissolved in 1 ton of water to form the potassium hydroxide solution.
於1噸的上述有機質廢水內添加150L的該氫氧化鉀溶液。 Add 150 L of this potassium hydroxide solution to 1 ton of the above-mentioned organic waste water.
上述有機質廢水添加該氫氧化鉀溶液後,再混拌30分鐘。 After adding the potassium hydroxide solution to the above-mentioned organic wastewater, it is mixed for another 30 minutes.
上述澱粉溶液採用甘薯粉,係於1噸水內溶解有33kg的甘薯粉。 The above starch solution uses sweet potato powder, which is 33 kg of sweet potato powder dissolved in 1 ton of water.
於1噸的上述有機質廢水內添加100L的該澱粉溶液。 Add 100 L of this starch solution to 1 ton of the above-mentioned organic wastewater.
上述有機質廢水添加該澱粉溶液後,再混拌30分鐘。 After adding the starch solution to the above-mentioned organic wastewater, it is mixed for another 30 minutes.
輸出上述有機固體製作成一固態肥料,輸出該濃縮液製作成一液態肥料,輸出該澄清液以做為供水使用。 The above-mentioned organic solid is exported to make a solid fertilizer, the concentrated liquid is exported to make a liquid fertilizer, and the clarified liquid is exported for use as a water supply.
上述澄清液排放標準包含:pH值係為6~9,浮固體SS係為86~125mg/L,生化需氧量係為47~62mg/L,化學需氧量係為325~410mg/L,電導度係為2.42~3.25ms/cm及外觀顏色係為透明無色澄清。 The above-mentioned clarified liquid discharge standards include: pH value is 6~9, floating solid SS is 86~125mg/L, biochemical oxygen demand is 47~62mg/L, chemical oxygen demand is 325~410mg/L, The electrical conductivity is 2.42~3.25ms/cm and the appearance color is transparent, colorless and clear.
上述有機質廢水與該吸附劑之添加比例係為1:0.03。 The addition ratio of the organic wastewater to the adsorbent is 1:0.03.
上述吸附劑係為一活性碳或一砂藻土,係於1噸的該有機質廢水內添加33kg的該吸附劑。 The above-mentioned adsorbent is an activated carbon or a sand algae, and 33 kg of the adsorbent is added to 1 ton of the organic waste water.
上述氫氧化鉀溶液中的水與氫氧化鉀之調配比例係為20:1,該有機質廢水與該氫氧化鉀溶液之添加比例係為20:3,該澱粉溶液中水與澱粉之調配比例係為1:0.033,該有機質廢水與該澱粉溶液之添加比例係為10:1。 The mixing ratio of water and potassium hydroxide in the potassium hydroxide solution is 20:1, the addition ratio of the organic waste water to the potassium hydroxide solution is 20:3, and the mixing ratio of water and starch in the starch solution is 20:1. It is 1:0.033, and the addition ratio of the organic wastewater to the starch solution is 10:1.
上述技術特徵具有下列之優點: The above technical features have the following advantages:
1.係可使有機質廢水在短時間內快速的沉澱,藉以分離出有機固體、濃縮液及澄清液,可大幅的縮短處理時間,以提高分離的效率。 1. The system can make organic waste water quickly precipitate in a short time, so as to separate organic solids, concentrated liquids and clear liquids, which can greatly shorten the processing time and improve the efficiency of separation.
2.所分離出來的有機固體中富含鉀元素,可供作為固態肥料,有利於植物的生長。 2. The separated organic solid is rich in potassium, which can be used as a solid fertilizer, which is beneficial to the growth of plants.
3.所分離出來的濃縮液,可供作為液態肥料,用以栽種植物施肥之用。 3. The separated concentrated liquid can be used as liquid fertilizer for fertilizing plants.
4.所分離出來的澄清液,可供作為灌溉或清洗等供水使用。 4. The separated clarified liquid can be used as water supply for irrigation or cleaning.
5.製造成本低廉,故售價可相對降低,以達到大量普及化的目的。 5. The manufacturing cost is low, so the price can be relatively reduced to achieve the purpose of mass popularization.
6.藉由添加活性碳或砂藻土等吸附劑,可對於有機質廢水產生除臭及除味的作用,以避免造成空氣污染。 6. By adding adsorbents such as activated carbon or sand algae earth, it can deodorize and deodorize organic wastewater to avoid air pollution.
1:污水儲存槽 1: Sewage storage tank
11:輸出端 11: output
12:第一開關 12: The first switch
2:快速沉澱槽 2: Fast sedimentation tank
21:固體排放端 21: Solid discharge end
22:第二開關 22: The second switch
23:濃縮液輸出端 23: Concentrate output
24:第三開關 24: third switch
25:澄清液輸出端 25: Clarified liquid output
26:第四開關 26: Fourth switch
27:攪拌機 27: Blender
3:濃縮液曝氣槽 3: Concentrate aeration tank
31:濃縮液循環端 31: Concentrate circulating end
32:第一動力泵浦 32: The first power pump
33:濃縮液排放端 33: Concentrate discharge end
34:第五開關 34: Fifth switch
35:濃縮液曝氣機 35: Concentrate aerator
4:澄清液曝氣槽 4: Clarified liquid aeration tank
41:澄清液循環端 41: Clarified liquid circulation end
42:第二動力泵浦 42: Second power pump
43:澄清液排放端 43: Clarified liquid discharge end
44:第六開關 44: The sixth switch
45:澄清液曝氣機 45: Clarified liquid aerator
5:濃縮液收集槽 5: Concentrate collection tank
A:有機質廢水 A: Organic wastewater
A1:有機固體 A1: Organic solid
A2:濃縮液 A2: Concentrate
A3:澄清液 A3: Clarified liquid
[第一圖]係為本發明實施例有機質廢水快速沉澱裝置之構造示意圖。 [The first figure] is a schematic diagram of the structure of a rapid precipitation device for organic wastewater according to an embodiment of the present invention.
[第二圖]係為本發明實施例快速沉澱槽內形成有機固體、濃縮液及澄清液之示意圖。 [The second figure] is a schematic diagram of organic solids, concentrated liquids and clear liquids formed in the rapid precipitation tank of the embodiment of the present invention.
[第三圖]係為本發明實施例有機質廢水快速沉澱方法之流程圖。 [Third Figure] is a flow chart of a method for rapid precipitation of organic wastewater according to an embodiment of the present invention.
[第四圖]係為本發明實施例以豬糞尿進行沉澱實驗之沉澱照片。 [Fourth Figure] is a sedimentation photograph of a sedimentation experiment with pig feces and urine in an embodiment of the present invention.
[第五圖]係為本發明實施例以豬糞尿進行沉澱實驗分別為抽濾(a)及濾紙(b)過濾前之照片。 [Fifth Figure] is a photo of the precipitation experiment with pig feces and urine in the embodiment of the present invention, respectively, before suction filtration (a) and filter paper (b) filtration.
[第六圖]係為本發明實施例以豬糞尿進行沉澱實驗分別為抽濾(a)及濾紙(b)過濾後之照片。 [The sixth figure] is a photo of the precipitation experiment with pig feces and urine in the embodiment of the present invention, respectively, after suction filtration (a) and filter paper (b) filtration.
請參閱第一圖及第二圖所示,本發明實施例係為一種有機質廢水快速沉澱裝置,係包含有:污水儲存槽1、快速沉澱槽2、濃縮液曝氣槽3、澄清液曝氣槽4及濃縮液收集槽5,其中:
Please refer to the first and second figures, the embodiment of the present invention is a rapid precipitation device for organic wastewater, which includes:
污水儲存槽1,係可供收集禽畜糞尿或廚餘所形成的一有機質廢水A。該污水儲存槽1係設有一輸出端11,該輸出端11上設有透過手動或電動方式開啟的一第一開關12,以供輸出該有機質廢水A。
快速沉澱槽2,係位於該輸出端11的出口處,以供接收所輸出的該有機質廢水A。該快速沉澱槽2係可使該有機質廢水A經沉澱後由下往上分別形成有一有機固體A1、一濃縮液A2及一澄清液A3。該快速沉澱槽2的底部對應該有機固體A1設有一固體排放端21,該固體排放端21上設有透過手動或電動方式
開啟的一第二開關22,以排放該有機固體A1,藉以可供製作成固態肥料。該快速沉澱槽2對應該濃縮液A2的位置處設有一濃縮液輸出端23,該濃縮液輸出端23上設有透過手動或電動方式開啟的一第三開關24,藉以可供輸出該濃縮液A2。該快速沉澱槽2對應該澄清液A3的位置處設有一澄清液輸出端25,該澄清液輸出端25上設有透過手動或電動方式開啟的一第四開關26,藉以可供輸出該澄清液A3。又該快速沉澱槽2內設有一攪拌機27。
The
濃縮液曝氣槽3,係位於該濃縮液輸出端23的出口處,以供接收所輸出的該濃縮液A2。該濃縮液曝氣槽3係設有一濃縮液循環端31,該濃縮液循環端31的出口係位於該快速沉澱槽2的上方位置處,該濃縮液循環端31上設有一第一動力泵浦32,以供將未被排放的該濃縮液A2輸送回到該快速沉澱槽2。又該濃縮液曝氣槽3係設有一濃縮液排放端33,該濃縮液排放端33上設有透過手動或電動方式開啟的一第五開關34,以供將可被排放的該濃縮液A2予以排放。又該濃縮液曝氣槽3內設有一濃縮液曝氣機35,藉以增加曝氣量。
The concentrated
澄清液曝氣槽4,係位於該澄清液輸出端25的出口處,以供接收該澄清液A3。該澄清液曝氣槽4係設有一澄清液循環端41,該澄清液循環端41的出口係位於該快速沉澱槽2的上方位置處該澄清液循環端41上設有一第二動力泵浦42,以供將未被排放的該澄清液A3輸送回到該快速沉澱槽2。又該澄清液曝氣槽4係設有一澄清液排放端43,該澄清液排放端42上設有透過手動或電動方式開啟的一第六開關44,以供將可被排放的該澄清液A3予以排放。又該澄清液曝氣槽4內設有一澄清液曝氣機45,藉以增加曝氣量。
The clarified
濃縮液收集槽5,係位於該濃縮液排放端33的出口處,以供接收所排放的該濃縮液A2,藉以可供製作成固態肥料。
The concentrated
本發明實施例係為一種有機質廢水快速沉澱方法,係配合上述有機質廢水快速沉澱裝置共同實施。如第一圖及第三圖所示,該有機質廢水快速沉澱方法係包含有下列步驟。 The embodiment of the present invention is a method for rapid precipitation of organic waste water, which is implemented together with the above-mentioned rapid precipitation device for organic waste water. As shown in the first and third diagrams, the method for rapid precipitation of organic wastewater includes the following steps.
A.收集一有機質廢水。於該污水儲存槽1內收集一有機質廢水A。
A. Collect an organic waste water. Collect an organic waste water A in the
B.於該有機質廢水內添加一氫氧化鉀溶液。藉由開啟該第一開關12,經由該輸出端11將該污水儲存槽1內的該有機質廢水A輸送到該快速沉澱槽2內。然後於該有機質廢水A內添加一氫氧化鉀(KOH)溶液,該氫氧化鉀溶液中的水與氫氧化鉀之調配比例係為50:1~10:1,但以20:1為最佳。本發明實施例之該氫氧化鉀係採用草木灰,係於1噸水內溶解有20kg的草木灰。而該有機質廢水A與該氫氧化鉀溶液之添加比例係為10:1~10:3,但以20:3為最佳。本發明實施例係於1噸的該有機質廢水A內添加150L的該氫氧化鉀溶液,經由該攪拌機27快速混拌30分鐘後,使其pH值調高至10以上,藉以加速沉澱的速度。
B. Add a potassium hydroxide solution to the organic wastewater. By turning on the
C.於該有機質廢水內添加一澱粉溶液。該澱粉溶液中水與澱粉之調配比例係為1:0.025~1:0.050,但以1:0.033為最佳。本發明實施例之該澱粉溶液採用甘薯粉,係於1噸水內溶解有33kg的甘薯粉。而該有機質廢水A與該澱粉溶液之添加比例係為8:1~20:1,但以10:1為最佳。本發明實施例係於1噸的該有機質廢水A內添加100L的該澱粉溶液,經由該攪拌機27慢速混拌30分鐘後,使其pH值調降至8以下,藉以使其可符合排放標準之pH值係為6~9。
C. Add a starch solution to the organic wastewater. The mixing ratio of water to starch in the starch solution is 1:0.025~1:0.050, but 1:0.033 is the best. The starch solution in the embodiment of the present invention uses sweet potato powder, which is 33 kg of sweet potato powder dissolved in 1 ton of water. The addition ratio of the organic wastewater A to the starch solution is 8:1-20:1, but 10:1 is the best. In the embodiment of the present invention, 100L of the starch solution is added to 1 ton of the organic wastewater A, and after 30 minutes of slow mixing through the
D.於該有機質廢水內添加一吸附劑。該吸附劑係為一活性碳或一砂藻土,而該有機質廢水A與該吸附劑之添加比例係為1:0.025~1:0.1,但以1:0.03為最佳。本發明實施例係於1噸的該有機質廢水A內添加33kg的該吸附劑,藉以對於該有機質廢水A產生除臭及除味的作用。 D. Add an adsorbent to the organic wastewater. The adsorbent is an activated carbon or sand algae, and the addition ratio of the organic wastewater A to the adsorbent is 1:0.025 to 1:0.1, but 1:0.03 is the best. In the embodiment of the present invention, 33 kg of the adsorbent is added to 1 ton of the organic wastewater A, so that the organic wastewater A has a deodorizing and deodorizing effect.
E.將該有機質廢水靜置沉澱10~60分鐘,使該有機質廢水快速沉澱形成一有機固體、一濃縮液及一澄清液。如第二圖所示,將該有機質廢水A靜置
沉澱10~60分鐘,使該有機質廢水A於該快速沉澱槽2內由下往上快速沉澱而分別形成該有機固體A1、該濃縮液A2及該澄清液A3。
E. The organic waste water is allowed to settle for 10 to 60 minutes so that the organic waste water is rapidly precipitated to form an organic solid, a concentrated liquid and a clear liquid. As shown in the second figure, let the organic wastewater A stand still
After 10-60 minutes of precipitation, the organic waste water A is rapidly precipitated from bottom to top in the
F.輸出該有機固體製作成一固態肥料。該有機固體A1係藉由開啟該第二開關22,經由該固體排放端21排出,以供製作成該固態肥料。並且該固態肥料中係富含鉀元素,可以有利於植物的生長。
F. Export the organic solid to make a solid fertilizer. The organic solid A1 is discharged through the
G.輸出該濃縮液製作成一液態肥料。該濃縮液A2係藉由開啟該第三開關24,經由該濃縮液輸出端23輸出到該濃縮液曝氣槽3。在輸出的過程中,該濃縮液A2係經由一第一濾材予以過濾,該第一濾材係為一活性碳濾紙或活性碳濾網。該濃縮液曝氣槽3經由啟動該濃縮液曝氣機35,藉以增加曝氣量。又該濃縮液A2之pH值係為6~9,電導度(代表鹽度與有機質)係為2.83~4.05ms/cm,顏色係為土黃色到咖啡色。如該濃縮液A2未被排放,則啟動第一動力泵浦32,透過該濃縮液循環端31將該濃縮液A2輸送回到該快速沉澱槽2內再次靜置沉澱。如該濃縮液A2可被排放,藉由開啟第五開關34,透過該濃縮液排放端33,將其排放至該濃縮液收集槽5,藉以可供製作成液態肥料。並且該液態肥料中係富含鉀元素,可以有利於植物的生長。
G. Export the concentrated liquid to make a liquid fertilizer. The concentrated liquid A2 is output to the concentrated
H.輸出該澄清液以做為供水使用。該澄清液A3係藉由開啟第四開關26,經由該澄清液輸出端25輸出到該澄清液曝氣槽4,在輸出的過程中,該澄清液A3係經由一第二濾材予以過濾,該第二濾材係為一活性碳濾紙或活性碳濾網。該澄清液曝氣槽4經由啟動該澄清液曝氣機45,藉以增加曝氣量。又該澄清液A3經由一澄清液排放標準進行檢測分析,該澄清液排放標準包含:pH值係為6~9,浮固體SS係為86~125mg/L,生化需氧量(BOD)係為47~62mg/L,化學需氧量(COD)係為325~410mg/L,電導度係為2.42~3.25ms/cm及外觀顏色係為透明無色澄清。如該澄清液A3未達澄清液排放標準,藉由啟動第二動力泵浦42,透過該澄清液循環端41將該澄清液A3輸送回到該快速沉澱槽2內再次靜置沉澱。如該
澄清液A3達到該澄清液排放標準,藉由開啟第六開關44,透過該澄清液排放端43排放,做為灌溉或清洗等供水使用。
H. Export the clarified liquid for use as water supply. The clarified liquid A3 is output to the clarified
本發明利用一豬糞尿進行沉澱實驗,其實驗結果如下列表一所示。 The present invention uses a pig feces to carry out a precipitation experiment, and the experimental results are shown in Table 1 below.
經由上述實驗結果可以得知,本發明的沉澱速度快、過濾效果極佳,故可改善習知處理設備的構造複雜,處理方法的麻煩費時,而且處理費用過高,同時對於環境生態也有一定程度污染等缺點。 From the above experimental results, it can be known that the present invention has fast sedimentation speed and excellent filtering effect, so it can improve the complex structure of the conventional processing equipment, the processing method is troublesome and time-consuming, and the processing cost is too high. At the same time, it also has a certain degree of environmental ecology. Disadvantages such as pollution.
本發明實施例所需花費的成本相當低,其購置的成本如下列表二所示。 The cost of the embodiment of the present invention is quite low, and the cost of its purchase is shown in Table 2 below.
綜合上述實施例之說明,當可充分瞭解本發明之操作、使用及本發明產生之功效,惟以上所述實施例僅係為本發明之較佳實施例,當不能以此限定本發明實施之範圍,即依本發明申請專利範圍及發明說明內容所作簡單的等效變化與修飾,皆屬本發明涵蓋之範圍內。 Based on the description of the above embodiments, when one can fully understand the operation and use of the present invention and the effects of the present invention, but the above embodiments are only the preferred embodiments of the present invention, and the implementation of the present invention cannot be limited by this. The scope, that is, simple equivalent changes and modifications made according to the scope of the patent application of the present invention and the content of the description of the invention, are all within the scope of the present invention.
Claims (12)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW109132614A TWI735342B (en) | 2020-09-21 | 2020-09-21 | Method for rapid precipitation of organic wastewater |
CN202110401865.9A CN114249439A (en) | 2020-09-21 | 2021-04-14 | Organic waste water rapid precipitation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW109132614A TWI735342B (en) | 2020-09-21 | 2020-09-21 | Method for rapid precipitation of organic wastewater |
Publications (2)
Publication Number | Publication Date |
---|---|
TWI735342B true TWI735342B (en) | 2021-08-01 |
TW202212271A TW202212271A (en) | 2022-04-01 |
Family
ID=78283017
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW109132614A TWI735342B (en) | 2020-09-21 | 2020-09-21 | Method for rapid precipitation of organic wastewater |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN114249439A (en) |
TW (1) | TWI735342B (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101353206A (en) * | 2007-07-26 | 2009-01-28 | 成都华西化工研究所 | Grain crops deep-processing high concentrated organic wastewater pretreatment process |
TW201722859A (en) * | 2015-12-25 | 2017-07-01 | Univ Far East | Method of manufacturing nature high potassium-content organic fertilizer from organic wastewater |
CN206318815U (en) * | 2016-12-23 | 2017-07-11 | 唐山三友硅业有限责任公司 | The equipment for handling organic silicon wastewater |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102013010007B4 (en) * | 2013-06-14 | 2018-07-12 | Emsland - Stärke GmbH | A method for separating a suspension, products produced thereafter and the use thereof |
CN103288196A (en) * | 2013-07-01 | 2013-09-11 | 武汉科梦环境工程有限公司 | Quick condensate agent for organic matters in rice dipping and washing waste water in sugar industry and treatment process |
CN104671441A (en) * | 2014-12-04 | 2015-06-03 | 青岛中天信达生物技术研发有限公司 | Efficient textile waste water treating agent |
FI127158B (en) * | 2015-09-02 | 2017-12-15 | Kemira Oyj | Process for removing humus substances from an aqueous alkaline solution |
CN107954546A (en) * | 2017-11-24 | 2018-04-24 | 天峨县平昌生态农业有限公司 | A kind of processing method for cultivating family's poultry waster water |
CN110776226A (en) * | 2019-09-23 | 2020-02-11 | 农业部沼气科学研究所 | Method for treating excrement in pig farm |
-
2020
- 2020-09-21 TW TW109132614A patent/TWI735342B/en active
-
2021
- 2021-04-14 CN CN202110401865.9A patent/CN114249439A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101353206A (en) * | 2007-07-26 | 2009-01-28 | 成都华西化工研究所 | Grain crops deep-processing high concentrated organic wastewater pretreatment process |
TW201722859A (en) * | 2015-12-25 | 2017-07-01 | Univ Far East | Method of manufacturing nature high potassium-content organic fertilizer from organic wastewater |
CN206318815U (en) * | 2016-12-23 | 2017-07-11 | 唐山三友硅业有限责任公司 | The equipment for handling organic silicon wastewater |
Also Published As
Publication number | Publication date |
---|---|
TW202212271A (en) | 2022-04-01 |
CN114249439A (en) | 2022-03-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102531295B (en) | Method for jointly treating different garbage | |
CN101481194B (en) | town domestic sewage treatment process | |
CN103964646B (en) | The method of a kind of anaerobic-aerobic-microbial flocculation intensive treatment waste water | |
CN104817238B (en) | A kind of domestic sewage in rural areas self-loopa artificial wet land treating system and using method thereof | |
CN207047067U (en) | A kind of livestock breeding wastewater processing system | |
CN108467161A (en) | A kind of deep treatment method of landfill leachate tail water | |
CN204848572U (en) | Birds is raised and grows effluent treatment plant | |
CN111187708A (en) | Kitchen waste and sludge combined anaerobic fermentation biogas preparation comprehensive utilization system | |
CN102010104A (en) | Method for treating riboflavin fermentation waste water | |
CN110627538A (en) | Livestock breeding excrement treatment method and preparation method of waste residue organic fertilizer | |
CN105502802B (en) | A kind of method of quick treatment scale piggery waste waste water | |
CN104355488A (en) | Domestic sewage treatment method and domestic sewage treatment device | |
CN105152473A (en) | Culture waste water energy self circulation disposal system and method thereof | |
CN219752089U (en) | Resource continuous treatment system for purifying biogas slurry based on energy chlorella | |
CN210620525U (en) | Water-fertilizer co-production device for breeding manure | |
TWI735342B (en) | Method for rapid precipitation of organic wastewater | |
CN204281502U (en) | Waste disposal plant | |
CN110183031A (en) | A kind of high concentration livestock breeding wastewater and excrement slag coprocessing system and processing method | |
TWM606203U (en) | Rapid precipitation device of organic waste water | |
CN213803560U (en) | Organic waste water rapid precipitation device | |
KR101730932B1 (en) | The processing system for making liquid state fertilizer of domestic animals having organic oxidation tank and processing method thereof | |
CN101348308B (en) | Novel town sewerage mixed treatment process | |
CN107540160A (en) | Cultivation wastewater purification handling process and its device | |
CN210048756U (en) | Comprehensive utilization system for preparing biogas by combining kitchen waste and sludge through anaerobic fermentation | |
CN203904154U (en) | Gas stripping type aerobic clarification tank |