Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4784839B2 - Processing equipment for methane fermentation of organic waste - Google Patents
[go: Go Back, main page]

JP4784839B2 - Processing equipment for methane fermentation of organic waste - Google Patents

Processing equipment for methane fermentation of organic waste Download PDF

Info

Publication number
JP4784839B2
JP4784839B2 JP2007267648A JP2007267648A JP4784839B2 JP 4784839 B2 JP4784839 B2 JP 4784839B2 JP 2007267648 A JP2007267648 A JP 2007267648A JP 2007267648 A JP2007267648 A JP 2007267648A JP 4784839 B2 JP4784839 B2 JP 4784839B2
Authority
JP
Japan
Prior art keywords
organic waste
tank
methane fermentation
slurry
separation tank
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.)
Active
Application number
JP2007267648A
Other languages
Japanese (ja)
Other versions
JP2009095708A (en
Inventor
勝一郎 山本
健司 前園
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.)
JFE Engineering Corp
Original Assignee
JFE Engineering Corp
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 JFE Engineering Corp filed Critical JFE Engineering Corp
Priority to JP2007267648A priority Critical patent/JP4784839B2/en
Publication of JP2009095708A publication Critical patent/JP2009095708A/en
Application granted granted Critical
Publication of JP4784839B2 publication Critical patent/JP4784839B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Landscapes

  • Processing Of Solid Wastes (AREA)
  • Treatment Of Sludge (AREA)

Description

本発明は、有機性廃棄物をメタン発酵処理する際の夾雑物除去装置に関するものである。   The present invention relates to a contaminant removal apparatus for treating organic waste with methane fermentation.

農作物加工場からの廃棄物、水産物加工場からの廃棄物、厨芥、下水汚泥などの有機性廃棄物には、砂や金属片などが含まれているので、メタン発酵を行うに際し、これらを予め除去することが望まれる。   Organic waste such as waste from crop processing plants, waste from marine products processing plants, dredging and sewage sludge contains sand and metal pieces. It is desirable to remove it.

特許文献1には、生ゴミ等のプラスチック類も含む有機性廃棄物を、メタン発酵で処理するために、予めトロンメルでプラスチック類を除去したものを調質槽に入れて調質する装置が開示されている。この装置は、特許文献1の図1と段落[0045]〜[0053]に説明されているように、調質槽(貯留槽)3と、その底部に接続された分離槽(夾雑物除去手段)8よりなっている。調質槽3の上部には有機性廃棄物(破砕物)と水供給管21からの水を投入する投入口が、底部には排出口が設けられ、内部には投入された有機性廃棄物と水とのスラリ状混合物を攪拌して有機性廃棄物を裁断する攪拌機(攪拌手段)4が設けられている。調質槽8の排出口には分離槽8と結ぶ移送管7が接続されている。分離8に入れられた有機性廃棄物スラリはそこで渦流を形成して、砂や金属片のような重量物をその漏斗状底部9に集めその下端に接続された夾雑物排出管12から抜き出される。この分離槽の上端から下方に2/3の位置には排出管16が接続され、この排出管16は途中で分岐して、一方はメタン発酵へ、他方は循環管19を介して調質槽3へ返送されるようになっている。循環管19の途中の循環ポンプには破砕機能を持つものを用いることも段落[0090]に示されている。 Patent Document 1 discloses an apparatus for refining organic waste including plastics such as garbage, which has been previously removed with trommel in a tempering tank in order to treat it by methane fermentation. Has been. As described in FIG. 1 and paragraphs [0045] to [0053] of Patent Document 1, this apparatus includes a tempering tank (storage tank) 3 and a separation tank (contaminant removing means) connected to the bottom thereof. ) 8 The top of the tempering tank 3 is provided with an inlet for supplying organic waste (crushed material) and water from the water supply pipe 21, and an outlet is provided at the bottom, and the input organic waste is disposed inside. A stirrer (stirring means) 4 is provided for stirring the slurry-like mixture of water and water to cut organic waste. A transfer pipe 7 connected to the separation tank 8 is connected to the discharge port of the tempering tank 8. The organic waste slurry placed in the separation tank 8 forms a vortex there, and collects heavy objects such as sand and metal pieces at the funnel-shaped bottom 9 and withdraws them from the contaminant discharge pipe 12 connected to the lower end. Is issued. A discharge pipe 16 is connected to a position 2/3 downward from the upper end of the separation tank. The discharge pipe 16 branches in the middle, one for methane fermentation and the other for the tempering tank via the circulation pipe 19. 3 is sent back. The paragraph [0090] also shows that a circulating pump having a crushing function is used in the middle of the circulation pipe 19.

夾雑物除去手段としてドラムスクリーンとスクリュースクリーンを用いた連続式のものも開示されている。   A continuous type using a drum screen and a screw screen as a contaminant removing means is also disclosed.

特開2000−61432号公報JP 2000-61432 A

上記の従来技術では、分離槽における有機性廃棄物と夾雑物の分離と、有機性廃棄物の供給と搬出の調整に問題がある。
すなわち、分離槽における有機性廃棄物と夾雑物との分離においては、夾雑物除去手段は、回分処理の場合は、液体サイクロン型の分離槽を用い、連続処理の場合は、ドラムスクリーンを用いる。しかし、前者では、有機性廃棄物の比重が水よりも大きい場合、有機性廃棄物が夾雑物とともに分離してしまい、有機性廃棄物と夾雑物との分離が困難になる。例えば、ジャガイモの比重は1.1である。一方、後者の場合は、夾雑物と同様の径あるいはそれ以上の径の有機性廃棄物は夾雑物とともに分離されてしまうため、メタン発酵原料の損失が大きい。
In the above-described conventional technology, there is a problem in the separation of organic waste and impurities in the separation tank and the adjustment of supply and carry-out of organic waste.
That is, in separating organic waste and contaminants in the separation tank, the contaminant removal means uses a liquid cyclone type separation tank in the case of batch processing, and a drum screen in the case of continuous processing. However, in the former case, when the specific gravity of the organic waste is larger than that of water, the organic waste is separated together with the contaminants, and it becomes difficult to separate the organic waste and the contaminants. For example, the specific gravity of potato is 1.1. On the other hand, in the latter case, organic waste having a diameter similar to or larger than that of the contaminants is separated together with the contaminants, so that the loss of the methane fermentation raw material is large.

次に供給と搬出の調整については、調質槽に供給される有機性廃棄物はコンベア等で運ばれてくるため、定量的な供給は困難であり、また、正確な供給量の把握も困難である。
一方、夾雑物が分離された調質物の搬出には、搬出ポンプが使用されるが、搬出ポンプによる調質物の搬出量を、上記のようにして供給される有機性廃棄物の供給量に応じて制御することはきわめて難しい。
Next, regarding the adjustment of supply and unloading, the organic waste supplied to the tempering tank is carried by a conveyor, so it is difficult to quantitatively supply it, and it is also difficult to grasp the accurate supply amount. It is.
On the other hand, a carry-out pump is used to carry out the conditioned material from which impurities have been separated. The amount of conditioned material carried by the carry-out pump depends on the supply amount of organic waste supplied as described above. It is extremely difficult to control.

さらに、上記の技術分野においては、有機性廃棄物の破砕を石や金属等の夾雑物が存在する状態で行っているため破砕刃が損傷することも問題である。   Furthermore, in the above technical field, since the organic waste is crushed in the presence of impurities such as stones and metals, it is also a problem that the crushing blade is damaged.

本発明は、上記問題点を解決するべくなされたものであり、次のような特徴を有している。
夾雑物除去手段を上向流型の沈降(重力)分離槽とし、上向流速を有機性廃棄物の沈降速度以上、夾雑物の沈降速度未満に設定することにより、有機性廃棄物と夾雑物を精度よく連続的に分離可能なものにした。
夾雑物が分離された調質物の搬出手段を溢流型とすることにより、有機性廃棄物の供給量に応じて搬出ポンプの搬出量を制御することを不要とした。
上向流型沈降(重力)分離槽より流出するスラリを該上向流型沈降(重力)分離槽の下部に循環させる循環手段として、破砕ポンプを使用し、かつ、循環量を有機性廃棄物の供給量よりも大きく(2倍以上)し、繰り返し破砕ポンプを通過させることにより、別途調質手段を設けることなく、スラリ調質を可能とした。
本発明は、上記のような改良によって得られたものであり、有機性廃棄物のメタン発酵用処理設備において、夾雑物が混入した有機性廃棄物と水とのスラリ状混合物から前記夾雑物を分離する上向流型沈降分離槽と、前記夾雑物が分離された前記スラリ状混合物をメタン発酵へ搬出する溢流型の搬出手段と、前記上向流型沈降分離槽よりの流出スラリを、前記溢流型の搬出手段を経由して該上向流型沈降分離槽の下部へ循環させる循環手段を設けるとともに、前記上向流型沈降分離槽の頂部に前記夾雑物が混入した有機性廃棄物と水の導入手段を配設したことを特徴とする有機性廃棄物のメタン発酵用処理設備を提供するものである。
The present invention has been made to solve the above problems, and has the following characteristics.
The waste removal means is an upward flow type sedimentation (gravity) separation tank, and the upward flow rate is set to be higher than the sedimentation rate of organic waste and less than the sedimentation rate of contaminants. Can be separated continuously with high accuracy.
By using an overflow type of means for carrying out the conditioned material from which contaminants have been separated, it becomes unnecessary to control the carry-out amount of the carry-out pump in accordance with the supply amount of organic waste.
A crushing pump is used as a circulating means for circulating the slurry flowing out from the upward flow type sedimentation (gravity) separation tank to the lower part of the upward flow type precipitation (gravity) separation tank, and the amount of circulation is organic waste. It was possible to make slurry tempering without providing a separate tempering means by repeatedly passing it through a crushing pump.
The present invention is obtained by the improvement as described above, and in the processing facility for methane fermentation of organic waste, the impurities are obtained from a slurry mixture of organic waste mixed with impurities and water. and an upflow type settling tank for separating the overflow type of the unloading means for unloading the slurry-like mixture in which the contaminants are separated into methane fermentation tank, the outflow slurry from said upflow type settling tank A circulating means for circulating to the lower part of the upward flow type sedimentation separation tank via the overflow type discharge means, and an organic substance in which the impurities are mixed in the top of the upward flow type sedimentation separation tank The present invention provides a treatment facility for methane fermentation of organic waste, characterized in that waste and water introduction means are arranged.

本発明により、有機性廃棄物の比重が水より大きくても、石や金属などの夾雑物と有機性廃棄物を確実に分離することができ、また、有機性廃棄物を定量供給してその搬出量を供給量に応じて制御することも容易である。さらに、夾雑物を有機性廃棄物の破砕前に確実に分離できるので破砕刃を痛めることない。   According to the present invention, even if the specific gravity of the organic waste is greater than that of water, it is possible to reliably separate the organic waste from the foreign matters such as stones and metals. It is also easy to control the carry-out amount according to the supply amount. Furthermore, since the impurities can be reliably separated before crushing the organic waste, the crushing blade is not damaged.

本発明のメタン発酵用処理装置は、上向流型沈降槽と溢流型搬出手段からなる。
上向流型沈降槽は、夾雑物が混入した有機性廃棄物と水のスラリ状混合物から前記夾雑物を分離するもので、頂部には、前記夾雑物が混入した有機性廃棄物と水の導入手段が、底部には沈降した夾雑物の抜き出し手段が設けられ、さらに、このスラリ状混合物を溢流型の搬出手段との間を循環させる為の流出口と導入口が設けられる。
The processing apparatus for methane fermentation of this invention consists of an upflow type sedimentation tank and an overflow type carrying-out means.
The upward flow settling tank separates the impurities from a slurry mixture of organic waste mixed with impurities and water, and the organic waste mixed with the impurities and water are mixed at the top. The introduction means is provided with a means for extracting settled impurities at the bottom, and further provided with an outlet and an introduction port for circulating the slurry-like mixture between the overflow-type carrying means.

槽本体の形状は、通常は円筒であるが、角筒であってもよく、あるいは、上部又は下部が拡径された異径筒であってもよい。槽本体の、スラリ状混合物を循環させる為の導入口と流出口との間のL/Dは2D〜4D程度が適当である。内部には、上昇流を乱さない為攪拌機などは設けないことが好ましい。   The shape of the tank body is usually a cylinder, but may be a square tube, or may be a different diameter tube having an enlarged upper or lower part. The L / D between the inlet and the outlet for circulating the slurry mixture in the tank body is suitably about 2D to 4D. It is preferable not to provide a stirrer or the like in the interior in order not to disturb the upward flow.

頂部に設けられる有機性廃棄物と水の導入手段としての導入口は、それぞれ別個に設けられていてもよく、あるいは1個の導入口を兼用させてもよい。有機性廃棄物の供給路には定量フィーダなど、水の供給管には定量供給ポンプなどで、それぞれ供給量を調節できるようにしておくことが好ましい。   The introduction port for introducing organic waste and water at the top may be provided separately, or a single introduction port may be used. It is preferable that the supply amount of the organic waste can be adjusted by a quantitative feeder or the like in the supply path of the organic waste, and a quantitative supply pump or the like in the water supply pipe.

槽本体の、スラリ状混合物を循環させる為の導入口より下部は沈降した夾雑物の貯槽とされる。そしてその底部にはこの夾雑物の抜き出し口が設けられる。この抜き出し口にはロータリ弁などを設けて、間欠的あるいは、連続的に夾雑物を抜き出すようにすることもできる。   The lower part of the tank body below the inlet for circulating the slurry-like mixture is used as a storage tank for settled impurities. The bottom is provided with an extraction port for this foreign matter. A rotary valve or the like may be provided at the extraction port so that impurities can be extracted intermittently or continuously.

スラリ状混合物を溢流型の搬出手段との間を循環させる為の流出口は槽本体の上部に、そして導入口は下部に設けて、その間で上昇流を形成させる。
溢流型の搬出手段は、搬出ポンプの搬出量を制御することなく、供給量に見合った量を系外に排出させるものである。溢流型の搬出手段の好ましい態様は、上部に溢流堰やテレスコピック弁等の溢流手段を備えたバッファータンクである。バッファータンクには、スラリ状混合物の入口と出口が設けられるがいずれもタンクの下部が適当である。
An outlet for circulating the slurry-like mixture between the overflow-type carrying-out means is provided in the upper part of the tank body and an inlet is provided in the lower part, and an upward flow is formed therebetween.
The overflow type unloading means discharges an amount corresponding to the supply amount out of the system without controlling the unloading amount of the unloading pump. A preferred embodiment of the overflow type carry-out means is a buffer tank having an overflow means such as an overflow weir or a telescopic valve at the top. The buffer tank is provided with an inlet and an outlet for the slurry-like mixture, both of which are suitable at the bottom of the tank.

循環手段は、上記上向流型沈降分離槽よりの流出スラリを、前記溢流型の搬出手段を経由して該上向流型沈降分離槽の下部へ循環させるものであり、循環ラインと循環ポンプよりなる。循環量はこのポンプの回転数を制御することによってコントロールできる。循環ポンプに破砕型のものを用いれば、有機性廃棄物を繰り返し破砕してより細かくし、メタン発酵原料としてより好ましいものとすることができる。   The circulation means circulates the slurry flowing out of the upward flow type sedimentation separation tank to the lower part of the upward flow type sedimentation separation tank via the overflow type carry-out means. It consists of a pump. The amount of circulation can be controlled by controlling the rotational speed of this pump. If a crushing type pump is used for the circulation pump, the organic waste can be repeatedly crushed to be finer, and more preferable as a methane fermentation raw material.

上記のメタン発酵用処理設備を用いて有機性廃棄物を処理する際には、まず有機性廃棄物と水の供給量を調整して好ましい混合割合とする。   When organic waste is processed using the above methane fermentation treatment facility, first, the supply amount of organic waste and water is adjusted to obtain a preferable mixing ratio.

このスラリ状混合物を沈降分離槽に入れて循環ポンプを作動させて循環を行う。スラリ状混合物の投入は連続的に行うのが原則であるが、間欠的であってもよく、あるいは回分方式であってもよい。   This slurry-like mixture is put into a settling tank and circulated by operating a circulation pump. In principle, the slurry-like mixture is charged continuously, but it may be intermittent or a batch system.

循環させるに当っては、まず沈降速度を求める。沈降速度の計算式には、一般式の外、ストークスの式、アレンの式、ニュートンの式などがあるが、レイノルズ数が10〜10程度ではアレンの式が適当であるとされているので、ここではアレンの式を用いる。アレンの式は次の式である。

Figure 0004784839
In circulation, the sedimentation speed is first obtained. In addition to the general formula, there are Stokes' formula, Allen's formula, Newton's formula, etc., but the Allen's formula is appropriate when the Reynolds number is about 10 0 to 10 3 . Therefore, the Allen equation is used here. The Allen equation is:
Figure 0004784839

まず、有機物としてジャガイモを例に、上記の式で沈降速度を計算し、粒子径1.80cmで4.99cm/sの沈降速度を得た。
計算の前提とした各因子の数値は次の通りである。
レイノズル数 Re 1.80
重力加速度 g 980cm/s
粒子径 d 1.80cm
粘性係数 μ 5.00g/cm・s
同粘性係数 γ 5.00cm/s
抵抗係数 CD 9.44
粒子の密度 ρ 1.10g/cm
液体の密度 ρ 1.00g/cm
沈降速度 wb 4.99cm/s
First, taking potato as an organic substance as an example, the sedimentation speed was calculated by the above formula, and a sedimentation speed of 4.99 cm / s was obtained at a particle diameter of 1.80 cm.
The numerical value of each factor used as the premise of calculation is as follows.
Ray nozzle number Re 1.80
Gravity acceleration g 980cm / s 2
Particle size d 1.80cm
Viscosity coefficient μ 5.00g / cm · s
Same viscosity coefficient γ 5.00cm 2 / s
Resistance coefficient CD 9.44
Particle density ρ s 1.10 g / cm 3
Liquid density ρ 1.00 g / cm 3
Sedimentation speed wb 4.99 cm / s

次に夾雑物の例として、石の沈降速度を計算し、粒子径0.30cmで5.39cm/sの沈降速度を得た。
レイノズル数 Re 0.32
重力加速度 g 980cm/s
粒子径 d 0.30cm
粘性係数 μ 5.00g/cm・s
同粘性係数 γ 5.00cm/s
抵抗係数 CD 22.24
粒子の密度 ρ 2.65g/cm
液体の密度 ρ 1.00g/cm
沈降速度 wb 5.39cm/s
こうして、ジャガイモと石の粒子径を変えて沈降速度を計算し、次の結果を得た。これを図2に示す。

Figure 0004784839
Next, as an example of impurities, the sedimentation rate of stone was calculated to obtain a sedimentation rate of 5.39 cm / s with a particle size of 0.30 cm.
Ray nozzle number Re 0.32
Gravity acceleration g 980cm / s 2
Particle size d 0.30cm
Viscosity coefficient μ 5.00g / cm · s
Same viscosity coefficient γ 5.00cm 2 / s
Resistance coefficient CD 22.24
Particle density ρ s 2.65 g / cm 3
Liquid density ρ 1.00 g / cm 3
Sedimentation speed wb 5.39 cm / s
Thus, the sedimentation rate was calculated by changing the particle size of potato and stone, and the following results were obtained. This is shown in FIG.
Figure 0004784839

以上の結果から、上向流の速度を石の沈降速度より遅く、有機物の沈降速度より速くなるように設定することで石を効率よく除去できる。
本発明においては、循環流量Qrが有機性廃棄物のスラリ状混合物の投入流量Qinより大きくなるように設定する。
例えば、循環流量Qrを投入流量Qinの5倍にすれば平均で5回循環させることができ、循環ポンプに破砕型のものを用いれば5回破砕することができる。
From the above results, it is possible to efficiently remove the stones by setting the upward flow speed to be slower than the sedimentation speed of the stone and faster than the sedimentation speed of the organic matter.
In the present invention, the circulation flow rate Qr is set to be larger than the input flow rate Qin of the slurry-like mixture of organic waste.
For example, if the circulation flow rate Qr is 5 times the input flow rate Qin, it can be circulated five times on average, and if a crushing type is used for the circulation pump, it can be crushed five times.

図1に示す構成の処理設備を作製した。この処理設備は、上向流型沈降槽である分離塔と、溢流型の搬出手段であるバッファータンクよりなっている。分離塔は全体が円筒形をしており、底部は漏斗状になっている。分離塔の頂部には有機物の投入管が配設され、この投入管の途中に希釈水の供給管が接続されている。一方、漏斗状底部には夾雑物である異物抜出出口が設けられている。分離塔の側面上部には、スラリ状混合物の流出口が、下部には循環させられたスラリ状混合物の流入口が設けられている。   A processing facility having the configuration shown in FIG. 1 was produced. This processing equipment is composed of a separation tower which is an upward flow settling tank and a buffer tank which is an overflow discharge means. The separation tower has a cylindrical shape as a whole, and the bottom has a funnel shape. At the top of the separation tower, an organic substance introduction pipe is disposed, and a dilution water supply pipe is connected to the introduction pipe. On the other hand, the funnel-shaped bottom part is provided with a foreign substance extraction outlet which is a foreign substance. The outlet of the slurry mixture is provided at the upper side of the separation tower, and the inlet of the circulated slurry mixture is provided at the lower part.

バッファータンクは箱形で上部にはスラリ状混合物の溢流口が設けられ、下部には循環されるスラリ状混合物の導入口と排出口が設けられている。
循環手段である循環ラインは、一端が分離塔上部の流出口に接続され、他端はバッファータンクの導入口、排出口を経て分離塔下部の流入口に接続されている。また循環ラインの途中には破砕機能を持つ循環ポンプが取付けられている。
The buffer tank is box-shaped, and an upper part is provided with an overflow port for the slurry-like mixture, and a lower part is provided with an inlet and an outlet for circulating slurry-like mixture.
One end of the circulation line, which is a circulation means, is connected to the outlet of the upper part of the separation tower, and the other end is connected to the inlet of the lower part of the separation tower via the inlet and outlet of the buffer tank. A circulation pump having a crushing function is attached in the middle of the circulation line.

供給される有機性廃棄物であるジャガイモは、まず二軸破砕機で粗砕され、その目幅から粒径は10mmになっている。分離除去する石は径が5mm以上のものを対象とすることにした。そこで、上昇流速Vは前記の計算から5.00cm/sに設定した。それによって径が3mm以上の石が沈降し、径が18mm以下の有機性廃棄物を循環させることができる。   Potatoes, which are organic waste to be supplied, are first roughly crushed by a biaxial crusher, and the particle size is 10 mm from the width of the mesh. The stones to be separated and removed were those with a diameter of 5 mm or more. Therefore, the ascending flow velocity V was set to 5.00 cm / s from the above calculation. Thereby, stones with a diameter of 3 mm or more settle, and organic waste with a diameter of 18 mm or less can be circulated.

スラリ状混合物の投入流量Qinを0.16m/minとし、循環流量Qrをその3倍に設定した。スラリ状混合物の排出流量Qoutは投入流量Qinと同じになるから、上昇流量は投入流量Qinの2倍、すなわち0.32m/minになる。 The input flow rate Qin of the slurry-like mixture was set to 0.16 m 3 / min, and the circulation flow rate Qr was set to 3 times that. Since the discharge flow rate Qout of the slurry-like mixture is the same as the input flow rate Qin, the ascending flow rate is twice the input flow rate Qin, that is, 0.32 m 3 / min.

そうすると、5.00cm/sの上昇流速を得るためには上昇管面積を0.11m、従って管径を0.37mにすることになる。そこで、分離塔の管径を0.37mにすることになる。 Then, in order to obtain an ascending flow velocity of 5.00 cm / s, the ascending tube area is 0.11 m 2 , and thus the tube diameter is 0.37 m. Therefore, the tube diameter of the separation tower is set to 0.37 m.

分離塔の円筒部の全長は1600mm、流出口は円筒部の下端から1500mm、流入口は200mmのところに設けた。バッファータンクの容積は分離塔容積の約6倍であった。砂のついたジャガイモを粗砕し、水を1:1の割合で加え、これを上記の処理設備で処理したところ、ジャガイモを収率100%で得ることができ、石のほとんどは除去できた。   The total length of the cylindrical part of the separation tower was 1600 mm, the outlet was 1500 mm from the lower end of the cylindrical part, and the inlet was 200 mm. The volume of the buffer tank was about 6 times the separation column volume. When potatoes with sand were roughly crushed, water was added at a ratio of 1: 1, and this was treated with the above processing equipment, potatoes could be obtained in a yield of 100%, and most of the stones could be removed. .

本発明の処理装置は、比重が水より大きな有機性廃棄物であっても石等の夾雑物を効率よく分離できるので、ジャガイモその他のメタン発酵原料を調製する設備として有用である。   Since the processing apparatus of the present invention can efficiently separate foreign substances such as stones even if the organic waste has a specific gravity greater than that of water, it is useful as equipment for preparing potato fermentation raw materials such as potato.

本発明のメタン発酵処理設備を模式的に示す図である。It is a figure which shows typically the methane fermentation processing equipment of this invention. 石とジャガイモの粒子径と沈降速度の関係を示すグラフである。It is a graph which shows the relationship between the particle diameter of a stone and a potato, and a sedimentation rate.

Claims (2)

有機性廃棄物のメタン発酵用処理設備において、石又は金属の夾雑物が混入した有機性廃棄物と水とのスラリ状混合物から前記夾雑物を分離する上向流型沈降分離と、前記夾雑物が分離された前記スラリ状混合物をメタン発酵槽へ搬出する溢流手段を備えたバッファータンクと、前記上向流型沈降分離槽よりの流出スラリを、前記溢流手段を備えたバッファータンクを経由して該上向流型沈降分離槽の下部へ循環させる一端が分離槽上部の流出口に接続され、他端は前記溢流手段を備えたバッファータンクの下部に設けられた導入口、排出口を経て分離槽下部の流入口に接続されている循環ラインを設けるとともに、循環ラインの途中に循環ポンプが取付けられ、前記上向流型沈降分離槽の頂部に前記夾雑物が混入した有機性廃棄物と水の導入手段を配設したことを特徴とする有機性廃棄物のメタン発酵用処理設備 In a processing facility for methane fermentation of organic waste, an upward flow type sedimentation separation tank for separating the contaminant from a slurry-like mixture of organic waste mixed with stone or metal contaminant and water, and the contaminant a buffer tank provided with a spilled flow means for unloading the slurry-like mixture objects are separated into the methane fermentation tank, the outflow slurry from said upflow type settling tank, a buffer tank provided with the overflowing stream means One end to be circulated to the lower part of the upward flow type sedimentation separation tank is connected to the outlet of the upper part of the separation tank, and the other end is an inlet and outlet provided at the lower part of the buffer tank provided with the overflow means. A circulation line connected to the inlet of the lower part of the separation tank through the outlet, and a circulation pump is installed in the middle of the circulation line, and the organic matter in which the impurities are mixed in the top of the upward flow type sedimentation separation tank Waste and water Methane fermentation treatment facilities organic waste, characterized in that it has disposed guide means 前記循環ポンプが、循環物の破砕機能を有することを特徴とする請求項1に記載の有機性廃棄物のメタン発酵用処理設備 The treatment facility for methane fermentation of organic waste according to claim 1, wherein the circulation pump has a function of crushing the circulation.
JP2007267648A 2007-10-15 2007-10-15 Processing equipment for methane fermentation of organic waste Active JP4784839B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007267648A JP4784839B2 (en) 2007-10-15 2007-10-15 Processing equipment for methane fermentation of organic waste

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007267648A JP4784839B2 (en) 2007-10-15 2007-10-15 Processing equipment for methane fermentation of organic waste

Publications (2)

Publication Number Publication Date
JP2009095708A JP2009095708A (en) 2009-05-07
JP4784839B2 true JP4784839B2 (en) 2011-10-05

Family

ID=40699225

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007267648A Active JP4784839B2 (en) 2007-10-15 2007-10-15 Processing equipment for methane fermentation of organic waste

Country Status (1)

Country Link
JP (1) JP4784839B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025177881A1 (en) * 2024-02-19 2025-08-28 住友精化株式会社 Method for separating water-absorbing resin and pulp fiber, device for separating water-absorbing resin and pulp fiber, and method for producing regenerated water-absorbing resin

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54156267A (en) * 1978-05-31 1979-12-10 Mitsubishi Heavy Ind Ltd Minute garbage separation and system therefor
JP3745978B2 (en) * 2001-05-02 2006-02-15 鹿島建設株式会社 Method and apparatus for mixing and recycling food waste and wood waste

Also Published As

Publication number Publication date
JP2009095708A (en) 2009-05-07

Similar Documents

Publication Publication Date Title
JP6449168B2 (en) Waste water treatment method and apparatus using weight sorting
KR100952752B1 (en) Apparatus for washing soils polluted with oil and heavy metal and method thereof
KR101782615B1 (en) Contaminated soil remediation system and remediation method having the same
CN109641219B (en) Flotation process
US20140190897A1 (en) Enhanced separation of nuisance materials from wastewater
US10351454B2 (en) Mining apparatus with water reclamation system
US5944196A (en) Mercury recovery process
CN105592904B (en) For the liquid/solid separation such as method and device of granular solids dehydration and stirring leaching
CA2321703C (en) Apparatus and methods for recovering valuable metals
JP2009136846A (en) Powder processing system and powder processing method
JPH11300396A (en) Waste treating device and pretreating device for methane fermentation
JP4784839B2 (en) Processing equipment for methane fermentation of organic waste
JP3646211B2 (en) Heavy metal contaminated soil treatment equipment
RU2764714C1 (en) Centrifugal dressing and processing device
US5855691A (en) Mercury recovery process
US11319247B2 (en) Fine grit classifier
US5902376A (en) Recovery of mercury from caustic sludges using a hydraulic mineral separator
JPS6012153A (en) Fine sand collecting method
JP2006095413A (en) Sand separation and cleaning equipment
KR100793986B1 (en) Wastewater Treatment System Using Ionization Coagulant
KR101066560B1 (en) Specific gravity screening system by natural gravity sedimentation of heavy soils containing heavy metals
RU2430786C1 (en) Method of separating mineral products into magnetic and nonmagnetic particles
DE475040C (en) Process and device for processing and refining weathering and settling masses such as kaolin, asbestos, chalk and the like. like
JP2018017665A (en) Decontamination soil treatment apparatus and method
EP2666557A1 (en) Method for the treatment of flow sediments and water vehicle for carrying out the same

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100303

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110324

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110330

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110526

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: 20110616

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110629

R150 Certificate of patent or registration of utility model

Ref document number: 4784839

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140722

Year of fee payment: 3

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R370 Written measure of declining of transfer procedure

Free format text: JAPANESE INTERMEDIATE CODE: R370

R370 Written measure of declining of transfer procedure

Free format text: JAPANESE INTERMEDIATE CODE: R370

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R371 Transfer withdrawn

Free format text: JAPANESE INTERMEDIATE CODE: R371

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350