JP3536366B2 - How to set up a biofilm filtration device - Google Patents
How to set up a biofilm filtration deviceInfo
- Publication number
- JP3536366B2 JP3536366B2 JP21378394A JP21378394A JP3536366B2 JP 3536366 B2 JP3536366 B2 JP 3536366B2 JP 21378394 A JP21378394 A JP 21378394A JP 21378394 A JP21378394 A JP 21378394A JP 3536366 B2 JP3536366 B2 JP 3536366B2
- Authority
- JP
- Japan
- Prior art keywords
- raw water
- water
- filtration device
- biofilm
- biofilm filtration
- 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 - Fee Related
Links
Classifications
-
- 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
Landscapes
- Biological Treatment Of Waste Water (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は生物膜濾過装置の立ち上
げ方法に係り、特に、生物膜濾過装置を短期間で容易か
つ効率的に立ち上げる方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for starting a biofilm filter, and more particularly to a method for easily and efficiently starting a biofilm filter in a short period of time.
【0002】[0002]
【従来の技術】担体(濾材)表面に微生物を付着させ、
この微生物付着担体の濾材層を形成した生物膜濾過槽に
排水を通水して処理する生物膜濾過処理法は、排水中の
溶解性有機物及びSSを除去するのに適した方法であ
り、近年では更に窒素やリン除去等にも適用され、工業
的に極めて有用な技術となってきている。2. Description of the Related Art A microorganism is attached to the surface of a carrier (filter material),
A biofilm filtration treatment method in which wastewater is passed through a biofilm filtration tank having a filter medium layer of this microorganism-attached carrier for treatment is a method suitable for removing soluble organic matters and SS in wastewater, and in recent years In addition, it has been applied to removal of nitrogen and phosphorus, and has become an industrially extremely useful technique.
【0003】生物膜濾過処理法では、有用な微生物の生
物膜を担体上に形成することが必要であることから、従
来においては、処理の開始に先立ち、装置の立ち上げ運
転として、被処理排水又はそれに準じた模擬排水を、当
該生物膜濾過装置の設計負荷で通水し、担体上に予め生
物膜を形成させている。ここで、模擬排水を用いる理由
は次の通りである。即ち、生物膜濾過装置の立ち上げ時
は、菌の状態が不安定であるため、水質変動の大きい産
業排水の処理を行う場合には、被処理排水ではなく、安
定水質の工業用水を用いた模擬排水を通水して立ち上げ
を行う。In the biofilm filtration method, since it is necessary to form a biofilm of useful microorganisms on a carrier, in the prior art, prior to the start of the process, the equipment is started up and the waste water to be treated is treated. Alternatively, simulated wastewater according to it is passed under the design load of the biofilm filtration device to preliminarily form a biofilm on the carrier. Here, the reason for using the simulated drainage is as follows. That is, when the biofilm filtration device is started up, the state of bacteria is unstable. Therefore, when treating industrial wastewater with large fluctuations in water quality, industrial water of stable quality was used instead of treated wastewater. Start up by passing simulated drainage.
【0004】[0004]
【発明が解決しようとする課題】このように生物膜濾過
装置においては、生物膜形成のための立ち上げ運転が必
要であるが、この立ち上げに要する期間は、処理効率の
向上、使用水量及びエネルギーコストの低減等の面か
ら、可能な限り短いことが要求されている。特に、立ち
上げに工業用水を用いる場合、立ち上げ期間が長期に及
ぶと大量の工業用水を使用することとなるため、立ち上
げ期間の短縮がより一層望まれる。As described above, in the biofilm filtration device, the startup operation for forming the biofilm is necessary. The period required for this startup is to improve the treatment efficiency, the amount of water used, and the amount of water used. From the viewpoint of energy cost reduction, etc., it is required to be as short as possible. In particular, when industrial water is used for startup, a large amount of industrial water is used when the startup period is long, so it is further desired to shorten the startup period.
【0005】しかしながら、従来の生物膜濾過装置の立
ち上げ方法では、立ち上げに長期間を要するという問題
がある。特に、硝化細菌のように増殖速度の小さい菌を
用いる場合には、生物膜の形成速度が遅く、立ち上げ期
間は長期におよぶ場合が多い。However, the conventional method for starting up a biofilm filtration device has a problem that it takes a long time to start up. In particular, when a bacterium having a small growth rate such as nitrifying bacteria is used, the formation rate of the biofilm is slow and the startup period is often long.
【0006】この立ち上げ期間を短縮するためには、有
用な菌のみを多量に植種する等の方法が考えられるが、
特定の有用な菌のみを大量に入手することは困難であ
り、現実的ではない。In order to shorten the start-up period, it is conceivable to inoculate only useful bacteria in a large amount.
It is difficult and unrealistic to obtain a large amount of only a specific useful bacterium.
【0007】本発明は上記従来の問題点を解決し、生物
膜濾過装置内に充填された担体に、有用な微生物を効果
的に増殖、付着させて、装置を短期間で容易かつ効率的
に立ち上げる方法を提供することを目的とする。The present invention solves the above-mentioned conventional problems, and effectively grows and attaches useful microorganisms to the carrier packed in the biofilm filtration device, thereby making the device easy and efficient in a short period of time. The purpose is to provide a way to get started.
【0008】[0008]
【課題を解決するための手段】請求項1の生物膜濾過装
置の立ち上げ方法は、排水を生物膜濾過処理するため
の、微生物を担持した担体を充填した生物膜濾過装置
に、立ち上げ用原水を通水して該装置を立ち上げる方法
において、立ち上げ用原水として、被処理排水よりも高
基質濃度の原水を通水すると共に、流出水の一部を該装
置に循環通水する循環水の、原水に対する割合(循環
比)を、立ち上げ後の定常運転時における循環比よりも
大きくすることを特徴とする。請求項2の生物膜濾過装
置の立ち上げ方法は、被処理排水を生物膜濾過処理する
ための、微生物を担持した担体を充填した生物膜濾過装
置に、立ち上げ用原水を通水して該装置を立ち上げる方
法において、立ち上げ用原水として、被処理排水よりも
高基質濃度の原水を通水すると共に、流出水の一部を該
装置に循環通水する循環水の、原水に対する割合(循環
比)を、立ち上げ後の定常運転時における循環比よりも
大きくして、該装置への負荷及び線速度(LV)は立ち
上げ後の定常運転時とほぼ同一とすることを特徴とす
る。 According to a first aspect of the present invention, there is provided a method for starting up a biofilm filtration device, wherein a biofilm filtration device for treating wastewater with a biofilm is filled with a carrier carrying microorganisms. in the method and passed through launch the device raw water, as raw water for launching, while passed through the raw water of the high substrate concentration than the raw wastewater, circulating water passage a part of the effluent in the apparatus circulates Ratio of water to raw water (circulation
Ratio) than the circulation ratio during steady operation after startup
It is characterized by making it larger . The biofilm filtration device according to claim 2.
The method of starting up the equipment is to treat the wastewater to be treated with biofilm filtration.
A biofilm filtration device filled with a carrier carrying microorganisms for
Person who starts up the device by passing raw water for startup to
According to the law, as raw water for startup, rather than treated wastewater
While passing raw water with high substrate concentration,
Ratio of circulating water circulating to the equipment to raw water (circulation
Ratio) than the circulation ratio during steady operation after startup
Increase the load on the device and the linear velocity (LV)
It is characterized in that it is almost the same as during steady operation after raising.
It
【0009】なお、以下において、生物膜濾過装置に立
ち上げ用原水の通水を行って、装置の立ち上げを行うこ
とを「立ち上げ運転」と称し、被処理排水を通水して、
排水の生物膜濾過処理を行うことを「定常運転」と称
す。It is to be noted that in the following, the process of passing raw water for startup to the biofilm filtration device to start up the device is referred to as "start-up operation", and the treated wastewater is passed through,
Performing biofilm filtration of wastewater is called "steady operation".
【0010】また、生物膜濾過装置に導入する原水(被
処理排水)に対する、生物膜濾過装置の流出水(処理
水)のうち当該装置に循環通水する循環水の割合(体積
比)を「循環比」と称す。In addition, the ratio (volume ratio) of the circulating water that circulates through the device to the raw water (the wastewater to be treated) introduced into the biological film filtering device, out of the outflow water (the treated water) of the biological film filtering device. The circulation ratio ".
【0011】[0011]
【作用】生物膜濾過装置において、菌を効率的に増殖さ
せて、生物膜を円滑に担体に付着させるためには、菌の
増殖速度を高めると共に、菌の流出を防止することが必
要となる。In the biofilm filtration device, in order to efficiently grow the bacteria and smoothly attach the biofilm to the carrier, it is necessary to increase the growth rate of the bacteria and prevent the outflow of the bacteria. .
【0012】ところで、生物膜濾過装置においては、負
荷が同一であれば、原水濃度に係わりなく、菌の単位時
間当りの増殖速度は同一と考えられる。一方、菌の剥離
速度は、生物膜厚をM,線速度(LV)をvとしたと
き、剥離速度=K1MeK2v(ただし、K 1 ,K2は
定数)であることが提案されており、線速度(LV)が
増加すると剥離速度が高くなることが知られている。By the way, in the biofilm filter, if the load is the same, it is considered that the growth rate of the bacteria per unit time is the same regardless of the raw water concentration. On the other hand, it has been proposed that the exfoliation rate of bacteria is exfoliation rate = K 1 Me K2v (where K 1 and K 2 are constants), where M is the biofilm thickness and v is the linear velocity (LV). It is known that the peeling speed increases as the linear velocity (LV) increases.
【0013】本発明においては、立ち上げ用原水とし
て、被処理排水よりも高基質濃度の原水を用い、流出水
の一部を循環通水し、立ち上げ運転時の循環比は、定常
運転時よりも大きくすることにより、菌の流出を防止す
ると共に、生物膜濾過装置内に菌を効率的に増殖させ
て、担体への生物膜の付着、増殖を促進する。また、生
物膜濾過装置への負荷及び線速度(LV)は立ち上げ運
転時と定常運転時とでほぼ同一とし、立ち上げ運転時の
菌の増殖速度及び剥離速度は、定常運転時と同一とす
る。 In the present invention, raw water having a substrate concentration higher than that of the wastewater to be treated is used as the raw water for start-up, and a part of the outflow water is circulated and the circulation ratio during the start-up operation is constant.
Prevent the outflow of bacteria by making it larger than that during operation
And efficiently grow the bacteria in the biofilm filtration device.
Promotes the attachment and growth of the biofilm on the carrier. The load and the linear velocity of the biological membrane filtering device (LV) is substantially the same in the up operation at the time of steady operation start, the growth rate and the release rate of the bacteria at startup operation, the same as during normal operation To do .
【0014】即ち、本発明の方法は、下記定常運転条件
に設定された生物膜濾過装置(濾過層の断面積をSと
し、体積をVとする。)に対して、下記立ち上げ運転条
件で立ち上げ運転を行う。That is, the method of the present invention is performed under the following start-up operating conditions with respect to the biofilm filtration device (the cross-sectional area of the filtration layer is S and the volume is V) set to the following steady-state operating conditions. Perform start-up operation.
【0015】定常運転条件
被処理排水基質濃度:C
被処理排水処理量 :Q
循環比 :r
循環水量 :rQ
負荷 :CQ/V
線速度(LV):(Q+rQ)/S=(1+r)Q/S立ち上げ運転条件
立ち上げ用原水基質濃度:KC
立ち上げ用原水処理量 :Q/K
循環比 :K(1+r)−1
循環水量 :{K(1+r)−1}Q/K
負荷 :KC×Q/K÷V=CQ/V
線速度(LV):[Q/K+{K(1+r)−1}×Q
/K]÷S=(1+r)Q/S
上記立ち上げ運転条件であれば、定常運転時と、負荷及
び線速度が同一であるため、菌の増殖速度及び生物膜の
膜厚当りの剥離速度は同一となる。 Steady operating conditions Treated wastewater substrate concentration: C Treated wastewater treatment amount: Q Circulation ratio: r Circulating water amount: rQ Load: CQ / V Linear velocity (LV): (Q + rQ) / S = (1 + r) Q / S Start-up operating conditions Start-up raw water substrate concentration: KC Start-up raw water treatment amount: Q / K Circulation ratio: K (1 + r) -1 Circulating water amount: {K (1 + r) -1} Q / K Load: KCx Q / K ÷ V = CQ / V Linear velocity (LV): [Q / K + {K (1 + r) -1} × Q
/ K] ÷ S = (1 + r) Q / S Under the above-mentioned start-up operating conditions, since the load and the linear velocity are the same as those in the steady operation, the bacterial growth rate and the peeling rate per unit thickness of the biofilm are Are the same.
【0016】しかしながら、立ち上げ運転と定常運転と
では、循環比が異なるため、流出割合が異なるものとな
る。即ち、菌の流出割合は、生物膜濾過装置から系外へ
排出される水量(処理水量、即ち、この水量は被処理水
又は原水の処理量と等しい。)を、生物膜濾過装置に導
入される水量(処理量と循環水量との合計)で除した値
で示されるため、定常運転時における菌の流出割合は、However, since the circulation ratio is different between the startup operation and the steady operation, the outflow rate is different. That is, as the outflow rate of bacteria, the amount of water discharged from the biofilm filtration device to the outside of the system (the amount of treated water, that is, this amount of water is equal to the amount of treated water or raw water) is introduced into the biofilm filtration device. It is shown as a value divided by the amount of water (total amount of treated water and circulating water).
【0017】[0017]
【数1】 [Equation 1]
【0018】となる。[0018]
【0019】一方、立ち上げ運転時における菌の流出割
合はOn the other hand, the outflow rate of bacteria during start-up operation is
【0020】[0020]
【数2】 [Equation 2]
【0021】となる。従って、菌の流出割合を、定常運
転時の1/Kに低減することができる。[0021] Therefore, the outflow rate of the bacteria can be reduced to 1 / K of that in the steady operation.
【0022】因みに、定常運転時に循環比r=2で運転
を行う生物膜濾過装置に対して、立ち上げ用原水とし
て、被処理排水の10倍(即ち、K=10)の基質濃度
のものを用い、上記立ち上げ運転条件で立ち上げ運転を
行った場合には、定常運転時の菌の流出割合By the way, as compared with a biofilm filtration device that operates at a circulation ratio r = 2 during steady operation, a raw water for start-up that has a substrate concentration 10 times that of the wastewater to be treated (that is, K = 10) is used. When the startup operation is performed under the above startup operation conditions, the outflow rate of bacteria during steady operation
【0023】[0023]
【数3】 [Equation 3]
【0024】に対して、立ち上げ運転時の菌の流出割合
は、On the other hand, the outflow rate of bacteria during start-up operation is
【0025】[0025]
【数4】 [Equation 4]
【0026】となり、菌の流出割合は1/10に低減さ
れる。Thus, the outflow rate of bacteria is reduced to 1/10.
【0027】従って、装置内での菌の増殖を促進して生
物膜の成長を加速すると共に、装置内で増殖した菌の流
出を抑制して、効率的な立ち上げ運転を行える。Therefore, the growth of the bacteria in the device can be promoted to accelerate the growth of the biofilm, and the outflow of the bacteria that have grown in the device can be suppressed, so that an efficient start-up operation can be performed.
【0028】特に、立ち上げ用原水の基質濃度を被処理
排水の基質濃度の50〜100倍(即ち、K=50〜1
00)といった高濃度原水を用いた場合には、立ち上げ
運転に用いる原水量の低減をして、原水の調製に用いる
工業用水の使用量の低減を図ることができ、極めて有利
である。Particularly, the substrate concentration of the raw water for start-up is 50 to 100 times the substrate concentration of the wastewater to be treated (that is, K = 50 to 1).
When high-concentration raw water such as 00) is used, the amount of raw water used for start-up operation can be reduced and the amount of industrial water used for preparing raw water can be reduced, which is extremely advantageous.
【0029】なお、本発明において、高基質濃度の立ち
上げ用原水を用いる際、基質及び基質の生物処理による
副生成物等が、装置内での生物反応を阻害しないような
濃度となるように循環比を設定することが重要である。In the present invention, when raw water for start-up having a high substrate concentration is used, the concentration of the substrate and by-products resulting from the biological treatment of the substrate should be adjusted so as not to inhibit the biological reaction in the apparatus. It is important to set the circulation ratio.
【0030】因みに、硝化細菌は、アンモニア濃度が1
00ppm以上になると活性が低下する。従って、立ち
上げ用原水を循環水で希釈することにより、装置内の濾
過層に流入するNH4 −N濃度が100ppm以上とな
らないように、循環比を設定する必要がある。Incidentally, nitrifying bacteria have an ammonia concentration of 1
When it is more than 00 ppm, the activity decreases. Therefore, it is necessary to set the circulation ratio so that the concentration of NH 4 —N flowing into the filter bed in the apparatus does not exceed 100 ppm by diluting the raw water for start-up with the circulating water.
【0031】また、立ち上げ用原水の通水により、高濃
度の塩類の流入による浸透圧の変化が菌に悪影響を及ぼ
すことを防止するために、立ち上げ用原水の基質濃度は
徐々に高めてゆくのが好ましい。Further, in order to prevent the osmotic pressure change due to the inflow of high-concentration salt from adversely affecting the bacteria due to the passage of the raw water for startup, the substrate concentration of the raw water for startup is gradually increased. It is preferable to go.
【0032】以下に本発明に好適な立ち上げ運転条件の
設定方法に付いて説明する。A method of setting the startup operation conditions suitable for the present invention will be described below.
【0033】(i) 立ち上げ用原水の基質濃度
立ち上げ用原水の基質濃度が低いと、本発明による効果
が十分に得られず、逆に過度に高いと、菌に悪影響を及
ぼす可能性があることから、定常運転時の被処理排水の
基質濃度Cの2〜100倍、特に5〜50倍、即ち、立
ち上げ用原水の基質濃度KCにおいて、K=20〜10
0,時に5〜50とするのが好ましい。(I) Substrate concentration of raw water for start-up If the substrate concentration of raw water for start-up is low, the effect of the present invention cannot be sufficiently obtained. On the contrary, if it is excessively high, it may adversely affect bacteria. Therefore, 2 to 100 times, especially 5 to 50 times, the substrate concentration C of the wastewater to be treated during the steady operation, that is, at the substrate concentration KC of the raw water for start-up, K = 20 to 10
It is preferably 0, sometimes 5 to 50.
【0034】(ii) 立ち上げ用原水の処理量
定常運転の負荷CQ/Vと等しくするために、上記基質
濃度KCに対して、処理量はQ/Kとする。(Ii) Treating amount of raw water for start-up In order to equalize the load CQ / V for steady operation, the treating amount is Q / K with respect to the above substrate concentration KC.
【0035】(iii) 循環比
定常運転の線速度(LV)=(1+r)Q/Sと等しく
するために、上記処理量Q/Kに対して、循環比を次の
ようにする。即ち、処理量Q/Kで循環比をr’とした
場合、線速度は下記の通りである。(Iii) Circulation ratio In order to equalize the linear velocity (LV) = (1 + r) Q / S in steady operation, the circulation ratio is set as follows with respect to the above processing amount Q / K. That is, the linear velocity is as follows when the throughput is Q / K and the circulation ratio is r ′.
【0036】(処理量+循環水量)÷断面積=(Q/K
+r’・Q/K)/S
これを(1+r)Q/Sと等しくするのであるから、
r’は下記の通りとなる。(Processed amount + circulated water amount) ÷ cross-sectional area = (Q / K
+ R '· Q / K) / S Since this is made equal to (1 + r) Q / S,
r'is as follows.
【0037】
(Q/K+r’・Q/K)/S=(1+r)Q/S
Q/K+r’・Q/K=(1+r)Q
1/K+r’/K=1+r
r’/K=1+r−1/K
r’=K(1+r)−1
なお、本発明において、生物膜濾過装置の型式には特に
制限はなく、後掲の図1に示すような浮上性濾材を用い
た上向流式生物膜濾過装置であっても、沈降性濾材を用
いた下向流式生物膜濾過装置であっても良い。(Q / K + r ′ · Q / K) / S = (1 + r) Q / S Q / K + r ′ · Q / K = (1 + r) Q 1 / K + r ′ / K = 1 + r r ′ / K = 1 + r− 1 / Kr '= K (1 + r) -1 In the present invention, the model of the biofilm filtration device is not particularly limited, and an upward flow type using a levitation filter medium as shown in Fig. 1 described later is used. It may be a biofilm filtration device or a downflow type biofilm filtration device using a sedimentary filter medium.
【0038】[0038]
【実施例】以下に実施例及び比較例を挙げて本発明をよ
り具体的に説明する。EXAMPLES The present invention will be described more specifically with reference to Examples and Comparative Examples below.
【0039】実施例1
図1に示す如く、直径400mm,高さ3000mmの
生物膜濾過装置内に浮上性濾材(粒径3.5mm)を充
填して濾過層1Aを形成した。この生物膜濾過装置は、
被処理排水のNH4 −N:50mg/l,循環比r=3
の定常運転条件で運転するものである。Example 1 As shown in FIG. 1, a flotation filter medium (particle size: 3.5 mm) was filled in a biofilm filtration device having a diameter of 400 mm and a height of 3000 mm to form a filtration layer 1A. This biofilm filtration device
NH 4 -N of treated wastewater: 50 mg / l, circulation ratio r = 3
It is operated under the steady operation condition of.
【0040】この生物膜濾過装置に、まず、し尿硝化汚
泥を、濾材層1Aの容積当り3000mg/l植種した
後、基質として硫酸アンモニウムを添加した表1に示す
濃度の立ち上げ用原水を、配管11より、表1に示す流
量で通水し、循環すると共に、残部を配管13より系外
へ排出した。なお、硫酸アンモニウム濃度は、硝化速度
の上昇に応じて徐々に増量し、7日後に1300mg/
lとした。In this biofilm filtration device, firstly, night soil nitrification sludge was inoculated at 3000 mg / l per volume of the filter medium layer 1A, and then ammonium sulfate was added as a substrate to the starting raw water having the concentration shown in Table 1 to pipe. From 11, the water was circulated at the flow rates shown in Table 1 and circulated, and the rest was discharged from the system through the pipe 13. The ammonium sulfate concentration was gradually increased in accordance with the increase in nitrification rate, and after 7 days, 1300 mg /
It was set to l.
【0041】その結果、硝化速度の経日変化は図2に示
す通りであった。As a result, the daily change in nitrification rate was as shown in FIG.
【0042】比較例1
立ち上げ用原水の基質濃度、通水量及び循環比を表1に
示す通りとして、実施例1と同様にして、生物膜濾過装
置の立ち上げを行った。Comparative Example 1 A biofilm filtration apparatus was started up in the same manner as in Example 1 with the substrate concentration, water flow rate and circulation ratio of the raw water for start-up set as shown in Table 1.
【0043】その結果、硝化速度の経日変化は図2に示
す通りであった。As a result, the daily change in nitrification rate was as shown in FIG.
【0044】[0044]
【表1】 [Table 1]
【0045】図2より、NH4 −N:50mg/lの原
水を用いた比較例1に対して、実施例1では約2倍の速
さで硝化変化が上昇し、一週間後には1kg-N/m3・dayに
達することが明らかである。なお、比較例1では、14
日に0.9kg-N/m3・dayとなった。From FIG. 2, in comparison with Comparative Example 1 in which NH 4 -N: 50 mg / l of raw water was used, in Example 1, the change in nitrification increased about twice as fast, and 1 week after 1 kg-. It is clear that it will reach N / m 3 · day. In Comparative Example 1, 14
It was 0.9 kg-N / m 3 · day per day.
【0046】実施例1における立ち上げ日数を7日,比
較例1における立ち上げ日数を14日とした場合、立ち
上げ運転に用いた水量は下記の通りであり、本発明によ
れば、使用水量を98%以上も低減できることが明らか
である。When the number of startup days in Example 1 is 7 days and the number of startup days in Comparative Example 1 is 14 days, the amount of water used for the startup operation is as follows. According to the present invention, the amount of water used is It is clear that can be reduced by 98% or more.
【0047】実施例1: 2.02m3 比較例1:104.8 m3 Example 1: 2.02 m 3 Comparative Example 1: 104.8 m 3
【0048】[0048]
【発明の効果】以上詳述した通り、本発明の生物膜濾過
装置の立ち上げ方法によれば、菌を効率的に増殖すると
共に、その流出を防止して生物膜の成長を促進すること
ができることから、生物膜濾過装置の立ち上げに要する
期間を大幅に短縮すると共に立ち上げに必要とする水量
を大幅に低減することができる。As described in detail above, according to the method for starting up a biofilm filtration device of the present invention, it is possible to efficiently grow bacteria and prevent the outflow thereof to promote the growth of biofilm. As a result, the period required to start up the biofilm filtration device can be significantly shortened, and the amount of water required for startup can be greatly reduced.
【図1】実施例1で立ち上げを行った生物膜濾過装置を
示す系統図である。FIG. 1 is a system diagram showing a biofilm filtration device started up in Example 1.
【図2】実施例1及び比較例1の結果を示すグラフであ
る。FIG. 2 is a graph showing the results of Example 1 and Comparative Example 1.
1 生物膜濾過装置 1A 濾過層 1 Biofilm filtration device 1A filtration layer
フロントページの続き (56)参考文献 特開 昭61−216688(JP,A) 特開 平3−123687(JP,A) (58)調査した分野(Int.Cl.7,DB名) C02F 3/06 ZAB Front page continuation (56) References JP-A-61-216688 (JP, A) JP-A-3-123687 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) C02F 3 / 06 ZAB
Claims (2)
の、微生物を担持した担体を充填した生物膜濾過装置
に、立ち上げ用原水を通水して該装置を立ち上げる方法
において、 立ち上げ用原水として、被処理排水よりも高基質濃度の
原水を通水すると共に、流出水の一部を該装置に循環通
水する循環水の、原水に対する割合(循環比)を、立ち
上げ後の定常運転時における循環比よりも大きくするこ
とを特徴とする生物膜濾過装置の立ち上げ方法。1. A method for starting raw water for start-up by passing the raw water for start-up to a bio-film filtration device, which is filled with a carrier supporting microorganisms, for performing a bio-film filtration treatment of wastewater to be treated, As raw water for use, raw water having a substrate concentration higher than that of the wastewater to be treated is passed, and the ratio (circulation ratio) of the circulating water that circulates a part of the effluent to the equipment to the raw water
Raising of the biological membrane filtering device, wherein the this <br/> be greater than the circulation ratio at the time of steady state operation after raising.
の、微生物を担持した担体を充填した生物膜濾過装置
に、立ち上げ用原水を通水して該装置を立ち上げる方法
において、 立ち上げ用原水として、被処理排水よりも高基質濃度の
原水を通水すると共に、流出水の一部を該装置に循環通
水する循環水の、原水に対する割合(循環比)を、立ち
上げ後の定常運転時における循環比よりも大きくして、
該装置への負荷及び線速度(LV)は立ち上げ後の定常
運転時とほぼ同一とすることを特徴とする生物膜濾過装
置の立ち上げ方法。 2. A biofilm filtration treatment of the wastewater to be treated.
, A biofilm filtration device filled with a carrier supporting microorganisms
The method of starting up the device by passing raw water for starting up
At this time, as raw water for start-up,
Allows raw water to pass through and circulates part of the effluent to the equipment.
The ratio (circulation ratio) of circulating water to raw water
Set it higher than the circulation ratio during steady operation after raising,
The load on the device and the linear velocity (LV) are steady after the startup.
Biofilm filtration device characterized by being almost the same as during operation
How to set up the table.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21378394A JP3536366B2 (en) | 1994-09-07 | 1994-09-07 | How to set up a biofilm filtration device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21378394A JP3536366B2 (en) | 1994-09-07 | 1994-09-07 | How to set up a biofilm filtration device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0871575A JPH0871575A (en) | 1996-03-19 |
| JP3536366B2 true JP3536366B2 (en) | 2004-06-07 |
Family
ID=16644974
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21378394A Expired - Fee Related JP3536366B2 (en) | 1994-09-07 | 1994-09-07 | How to set up a biofilm filtration device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3536366B2 (en) |
-
1994
- 1994-09-07 JP JP21378394A patent/JP3536366B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0871575A (en) | 1996-03-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4224951B2 (en) | Denitrification method | |
| JP2008284427A (en) | Apparatus and method for treating waste water | |
| JP5170446B2 (en) | Method and apparatus for producing nitrite-type nitrification reaction sludge, and wastewater treatment method and wastewater treatment apparatus | |
| JP2003126887A (en) | Method and device for treating water containing phosphorus and ammonia | |
| JP2003285096A (en) | Wastewater treatment method with simultaneous removal of nitrogen and phosphorus | |
| JP5055670B2 (en) | Denitrification method and denitrification apparatus | |
| JP3391057B2 (en) | Biological nitrogen removal equipment | |
| JP2002001389A (en) | Biofilm production method and inorganic ammonia wastewater continuous treatment apparatus using the same | |
| JP3536366B2 (en) | How to set up a biofilm filtration device | |
| JP3377346B2 (en) | Organic wastewater treatment method and apparatus | |
| JP3222014B2 (en) | Biological water treatment method for wastewater containing ammonia nitrogen | |
| JP3858271B2 (en) | Wastewater treatment method and apparatus | |
| JP3819457B2 (en) | Biological denitrification of wastewater | |
| JP2006088057A (en) | Method for treating ammonia-containing water | |
| JP4390959B2 (en) | Wastewater treatment equipment | |
| JP2721795B2 (en) | Nitrification and denitrification equipment using biofilm | |
| JP2947684B2 (en) | Nitrogen removal equipment | |
| JP2554687B2 (en) | Biological nitrogen removal method | |
| JPS62225296A (en) | Biological nitrification and denitrification device | |
| JP3241645B2 (en) | Advanced treatment of wastewater | |
| JP3312413B2 (en) | Biological denitrification treatment method | |
| JPH06170390A (en) | Its control method in anaerobic aerobic activated sludge process | |
| JP4297405B2 (en) | How to treat human waste | |
| JP3919455B2 (en) | Advanced denitrification method for waste water | |
| JPH08192187A (en) | Biological filtration device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20040224 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20040308 |
|
| R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080326 Year of fee payment: 4 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090326 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090326 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100326 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110326 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110326 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120326 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120326 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130326 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130326 Year of fee payment: 9 |
|
| LAPS | Cancellation because of no payment of annual fees |