JP5512066B2 - Water and sea bottom purification device and water and sea bottom purification method - Google Patents
Water and sea bottom purification device and water and sea bottom purification method Download PDFInfo
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本発明は、水海域の底泥から覆砂を製造し、これを元の場所に戻して覆砂する水海底浄化装置及び水海底浄化方法に関するものである。 The present invention relates to a water / sea bottom purification device and a water / sea bottom purification method for producing sand-covered sand from bottom mud in a water-sea area and returning the sand to the original place to cover the sand.
湖沼、河川、運河、港湾、海岸などの水海域、特に、水の出入りの少ない水海域においては、水質の富栄養化が著しく、水中の溶存酸素が著しく低下し、死滅した藻類その他の汚濁有機物が水底にヘドロ等となって大量に堆積し、そのヘドロ等が酸欠状態で分解し、悪臭や有害物質を発生させたり、水性生物を斃死させたり、養殖魚の歩留を低下させている。 In water and sea areas such as lakes, rivers, canals, harbors, coasts, etc., especially in water areas with little water access, water algae is drastically reduced, dissolved oxygen in water is significantly reduced, and algae and other polluted organic matter that have died A large amount of sludge accumulates on the bottom of the water, and the sludge is decomposed in the absence of oxygen, generating odors and harmful substances, drowning aquatic organisms, and reducing the yield of farmed fish.
そこで、従来は、このような状況を改善するため、水底のヘドロ等を浚渫するか、水底のヘドロ等の上にきれいな砂を被せて覆砂する対策が取られていた。 Therefore, conventionally, in order to improve such a situation, measures have been taken to cover the bottom of the bottom by covering the bottom of the bottom with a clean sand or the like.
しかし、水底のヘドロ等を浚渫した場合、浚渫されたヘドロ等を脱水・乾燥させたり、このヘドロ等をどこかに捨てなければならないが、ヘドロ等を脱水・乾燥させるには場所、費用、時間等がかかるし、ヘドロ等を捨てるには捨て場の確保という困難な問題が有る。 However, when dripping sludge etc. on the bottom of the water, it is necessary to dehydrate / dry the drowned sludge etc. or throw it away somewhere. In addition, there is a difficult problem of securing a dumping site to throw away sludge.
また、覆砂をする場合は、そのための良質な砂を入手しなければならない。しかし、良質な砂の入手は、砂資源の枯渇という問題の他に、砂採取場の環境を破壊するという問題もあって、近年非常に困難である。 In addition, when covering sand, good quality sand must be obtained. However, obtaining high-quality sand has been very difficult in recent years due to the problem of destroying the environment of the sand collection site in addition to the problem of depletion of sand resources.
また、覆砂をしてもその下にはヘドロ等が存在しており、これが無酸素状態で分解し、ここから水中に有害物や悪臭が長期に亘って漏出して来る可能性があり、覆砂が抜本的な解決になっていないという問題がある。 In addition, even if it covers sand, sludge etc. exists under it, which decomposes in anoxic state, and there is a possibility that harmful substances and bad odors will leak out from here for a long time, There is a problem that sand cover is not a fundamental solution.
また、覆砂には、ヘドロ等の上に更に砂を積層させるので、水底が浅くなり、湖沼の調節池としての貯水容量が減少したり、船の航行に支障をきたしたり、水界の生態環境を破壊するなどの問題を生じる場合もある。
解決しようとする課題は、湖沼、河川、運河、港湾、海岸などの水海域の汚染源になっている底泥を有害で役に立たない邪魔者としてしか扱えなかった問題点を解決することである。 The problem to be solved is to solve the problem that the bottom mud, which is the source of pollution in waters and marshes such as lakes, rivers, canals, harbors, and coasts, could only be handled as harmful and useless obstacles.
本発明は、湖沼、河川、運河、港湾、海岸などの水海域の底泥を高温の過熱水蒸気で加熱処理して無機化砂とし、この無機化砂を環境浄化の資源とすることを最も主要な特徴とする。 The most important aspect of the present invention is to heat the bottom mud of a marine area such as lakes, rivers, canals, harbors, and coasts with high-temperature superheated steam to make mineralized sand, and to use this mineralized sand as a resource for environmental purification. Features.
すなわち、本発明に係る水海底浄化装置は、水海域の底泥を浚渫する浚渫装置と、該浚渫装置によって引き上げられた泥を過熱水蒸気に曝して該泥を無機化砂に変える加熱処理装置と、該加熱処理装置によって得られた無機化砂を該水海域の底に撒く覆砂装置とを備えたことを特徴とするものである。 That is, the water and sea bottom purification apparatus according to the present invention includes a dredging apparatus that drowns the bottom mud in the water and sea area, and a heat treatment apparatus that exposes the mud raised by the dredging apparatus to superheated steam to convert the mud into mineralized sand. And a sand-covering device for spreading mineralized sand obtained by the heat treatment device to the bottom of the water sea area.
ここで、前記浚渫装置と、前記加熱処理装置と、前記覆砂装置は作業船等の浮遊体に設置されていてもよい。なお、無機化砂とは高温の過熱水蒸気により底泥中から水分や油分を除去し、また有機物や有害な化合物を分解・除去した後に残る無機成分を主体とした砂状、顆粒状、フレーク状又は小塊状のものをいう。 Here, the dredging device, the heat treatment device, and the sand covering device may be installed on a floating body such as a work boat. Mineralized sand is sandy, granular, or flaky, mainly composed of inorganic components that remain after the removal of water and oil from the bottom mud with high-temperature superheated steam, and decomposition and removal of organic substances and harmful compounds. Or a small lump.
また、この発明に係る水海底浄化方法は、水海域の底泥を浚渫し、この浚渫によって引き上げられた泥を過熱水蒸気に曝して該泥を無機化砂に変え、該無機化砂を該水海域の底に撒いて該水海域を覆砂することを特徴とするものである。 Further, in the water and sea bottom purification method according to the present invention, the bottom mud in the water and sea area is dredged, the mud pulled up by the dredger is exposed to superheated steam to convert the mud into mineralized sand, and the mineralized sand is converted into the water. It covers the bottom of the sea area and covers the water area.
ここで、前記無機化砂は適宜撒いて覆砂に使用しても良いし、前記浚渫した元の場所に戻しても良い。無機化砂を元の位置に還元する際に、複数の地域間で、無機化砂を作成し、交換的に元の位置に戻すようにしてもよい。 Here, the mineralized sand may be appropriately crushed and used for covering sand, or may be returned to the glazed original place. When the mineralized sand is returned to the original position, the mineralized sand may be created between a plurality of areas and exchanged back to the original position.
また、前記過熱水蒸気の温度と接触時間は処理の対象となる泥の性状や汚染の程度を考慮して、適宜決定する。加熱処理の対象が運河の泥の場合、過熱水蒸気の温度は350〜600℃、過熱水蒸気との接触時間は5〜30分が好ましい。 The temperature and contact time of the superheated steam are appropriately determined in consideration of the properties of the mud to be treated and the degree of contamination. When the heat treatment target is canal mud, the temperature of the superheated steam is preferably 350 to 600 ° C., and the contact time with the superheated steam is preferably 5 to 30 minutes.
この発明は、覆砂する現場で入手できる泥を材料として覆砂を製造し、覆砂をするので、砂の輸送コストがかからず、また、砂の採取場所の環境破壊や、砂輸送による他の交通手段への障害等といった迷惑をかけなくて済むという効果がある。 The present invention manufactures and covers sand using mud that can be obtained at the site where sand is covered, so that it does not incur the cost of transporting sand. This has the effect of avoiding troubles such as obstacles to other means of transportation.
また、この発明は、湖沼、河川、港湾、運河、海岸などの水海域の底泥を過熱水蒸気で急激に加熱処理するので、表面積が多く、含まれている有機物が炭化して形成された活性炭様の物質を含む水質浄化能力の高い無機化砂を得ることができ、従って、この無機化砂を水海域に撒いて覆砂すれば、その水海域の水質の浄化が進むという効果がある。 In addition, since the present invention rapidly heat-treats the bottom mud of water and marine areas such as lakes, rivers, harbors, canals, and coasts with superheated steam, it has a large surface area, and activated carbon formed by carbonization of contained organic matter It is possible to obtain mineralized sand having a high water purification capability containing such substances, and therefore, if this mineralized sand is spread over the water sea area and covered with sand, the water quality of the water sea area is further purified.
また、この発明は、過熱水蒸気で処理され、有害物が分解・除去された状態の無機化砂で覆砂するので、覆砂から有害物が漏出するおそれはなく、その水海域が覆砂で二次汚染されるおそれがないという効果がある。 In addition, since the present invention is covered with mineralized sand that has been treated with superheated steam and decomposed and removed harmful substances, there is no risk of harmful substances leaking from the covered sand, and the sea area is covered with sand. There is an effect that there is no risk of secondary contamination.
また、この発明は、覆砂の材料を覆砂する場所で調達するので、覆砂によって水底が浅くなるという問題も発生しないという効果がある。 Moreover, since this invention procures in the place which covers sand covering material, there exists an effect that the problem that a water bottom becomes shallow by covering sand does not generate | occur | produce.
また、この発明は、底泥を過熱水蒸気で加熱処理し、留出成分を含む水蒸気を冷却して全て回収するか、また、留出成分を過熱器で800℃以上で熱処理するので、大気汚染や異臭の発生が少ないという効果がある。 In addition, the present invention heats the bottom mud with superheated steam and cools and collects all the steam containing the distillate component, or heats the distillate component at 800 ° C. or higher with a superheater. There is an effect that there is little generation of odors.
湖沼、河川、運河、港湾、海岸などの水海域の底泥の浄化という目的を、他から資材を調達することなくその現場だけで実現した。 The purpose of purifying the bottom mud of waters and marshes such as lakes, rivers, canals, harbors, and coasts was realized only at the site without procuring materials from others.
図1はこの発明の一実施例に係る水海底浄化装置の説明図である。同図において、10は作業船であり、作業船10には水海域の底泥を浚渫する浚渫装置12と、浚渫装置12によって得られた泥を過熱水蒸気によって加熱処理して無機化砂に変える加熱処理装置14と、加熱処理装置14によって得られた無機化砂を水海域の底に覆砂する覆砂装置16とが設置されている。
FIG. 1 is an explanatory view of a water and sea bottom purification apparatus according to one embodiment of the present invention. In the figure,
浚渫装置12は、図1の場合のように、水底の泥を船上にポンプで吸い上げるポンプ式のものを使用することができるが、パワーショベル式のものを使用して水底の泥を船上に引き上げるようにしても良い。 As shown in FIG. 1, the dredging device 12 can use a pump type that pumps up mud on the bottom of the water onto the ship, but uses a power shovel to pull up the mud on the bottom of the ship. You may do it.
加熱処理装置14は、図2に示すように、過熱水蒸気が吹き込まれる密閉された噴射炉18と、噴射炉18の上方に設けられた泥貯留装置20と、噴射炉18の下方に設けられた排出ダクト22とを備えている。
As shown in FIG. 2, the heat treatment device 14 is provided in a sealed injection furnace 18 into which superheated steam is blown, a
噴射炉18には過熱水蒸気供給管24を介して過熱水蒸気発生装置が接続されている。過熱水蒸気発生装置は、水タンク26の水を水蒸気に変えるボイラー28と、ボイラー28から発生した水蒸気を過熱水蒸気に変える過熱器30からなる
A superheated steam generator is connected to the injection furnace 18 via a superheated steam supply pipe 24. The superheated steam generator includes a
泥貯留装置20と噴射炉18の間には泥貯留装置20の泥を噴射炉18に連続的に供給する連続供給装置32が設けられ、噴射炉18と排出ダクト22の間には噴射炉18の無機化砂を排出ダクト22側に連続的に排出させる連続排出装置34が設けられている。
A
水海底の浄化は、この水海底浄化装置を使用し、図3に示すような工程に従って行う。すなわち、まず、浚渫装置12を使って水海域の底泥を浚渫する。この浚渫によって覆砂の原料となる泥が得られる。浚渫する堆積底泥の区画割合や量は、該堆積底泥全体の有機物汚染度により合目的的に決める。なお、堆積底泥の有機物汚染度が低い場合は、該堆積底泥の一部を浚渫し、本発明により無機化砂として覆砂しても良い。 Water and seabed purification is performed according to the process shown in FIG. 3 using this water and seabed purification apparatus. That is, first, the dredging device 12 is used to dredge the bottom mud of the water and sea area. This dredging provides mud that is the raw material for the sand cover. The division ratio and amount of dredged bottom mud are appropriately determined by the degree of organic matter contamination of the whole bottom mud. In addition, when the organic matter contamination degree of sediment bottom mud is low, a part of the sediment bottom mud may be dredged and covered with mineral sand according to the present invention.
次に、浚渫された泥を加熱処理装置14に入れ、過熱水蒸気によって加熱処理する。泥に含まれていた油分その他の揮発性の成分は過熱水蒸気とともに泥から留出し、有機物は炭化し、PCBやダイオキシン等の有害な物質は過熱水蒸気によって分解・無害化する。泥はこの処理によって水分を失い、フレーク状又は粒状の砂になる。 Next, the trapped mud is put into the heat treatment apparatus 14 and heat-treated with superheated steam. Oil and other volatile components contained in the mud are distilled from the mud together with the superheated steam, organic substances are carbonized, and harmful substances such as PCBs and dioxins are decomposed and detoxified by the superheated steam. The mud loses moisture by this treatment and becomes flaky or granular sand.
次に、フレーク状又は粒状の砂は覆砂装置16によって水海域の原位置(その泥を浚渫した元の位置)に所定の厚さで面状に撒布する。
Next, the flaky or granular sand is spread by the sand covering
次に、本発明の具体的な実験例について更に詳細に説明する。まず、汽水域運河の底の泥(原泥)を採取し、図2に示す構成の過熱水蒸気処理試験装置を用い、蒸気発生量20L/時間で、この泥2kgを500℃の過熱水蒸気に10分間曝した。泥は過熱水蒸気によってフレーク状の砂(無機化砂)になった。 Next, specific experimental examples of the present invention will be described in more detail. First, the mud (raw mud) at the bottom of the brackish water canal was collected, and 2 kg of this mud was converted to 10 ° C. superheated steam at 500 ° C. with a steam generation rate of 20 L / hour using the superheated steam treatment test apparatus configured as shown in FIG. For a minute. The mud became flaky sand (mineralized sand) by superheated steam.
次に、原泥と無機化砂の強熱減量(g/100g)、有機炭素(g/100g)、窒素含有量(mg/g/dry)、リン含有量(mg/g/dry)、硫化物(mg/g/dry)、化学的酸素要求量(COD)(mg/g/dry)、油分(g/100g)を分析したところ、表1の通りであった。 Next, ignition loss (g / 100g) of raw mud and mineralized sand, organic carbon (g / 100g), nitrogen content (mg / g / dry), phosphorus content (mg / g / dry), sulfurization When the product (mg / g / dry), chemical oxygen demand (COD) (mg / g / dry), and oil (g / 100 g) were analyzed, they were as shown in Table 1.
分析方法は、有機炭素はJISSM8819に、強熱減量、窒素含有量、リン含有量、硫化物含有量、化学的酸素要求量にあっては「底質調査方法とその解説」(環境庁水質保全局水質管理課編、(社)日本環境測定分析協会発行、平成5年8月改訂版4刷)に、油分にあっては「下水試験方法上巻1997年版」(建設省都市局下水道部・厚生省生活衛生局水道環境部監修、(社)日本下水道協会発行、平成9年9月第2刷)に準拠した。 The analysis method is JISSM8819 for organic carbon, and “Sediment Survey Method and Explanation” for the loss on ignition, nitrogen content, phosphorus content, sulfide content, and chemical oxygen demand. The water quality management section, published by the Japan Environmental Measurement and Analysis Association, revised in August, 1993, 4th edition), for oil, "Sewage test method first volume 1997 edition" (Ministry of Construction, Urban Bureau, Sewerage Department, Ministry of Health and Welfare) Supervised by the Department of Public Health, Water Environment Department, issued by the Japan Sewerage Association, second printed in September 1997).
この分析の結果から、無機化砂は原泥と比較して、硫化物の91.5%およびCODの97%が除去され、油分は検出限界以下になるなど、著しい浄化がなされていることがわかった。 From the results of this analysis, it can be seen that mineralized sand is significantly purified compared to raw mud, such as 91.5% of sulfides and 97% of COD, and the oil content is below the detection limit. all right.
COD値の著しい低下は、過熱水蒸気処理によって汚泥が引き起こす水環境へのインパクトを低減することを示唆していると考えられる。そこで、原泥と過熱水蒸気処理泥の酸素消費へのインパクトを経時的に追うために、大倉電気株式会社製(タイプOM3100A)クーロメータ(自動記録式好気性微生物呼吸計)を用いてBOD量を調べた。調査では、SS(懸濁物質量)を1000mg/Lとし、対象汽水域運河の比重などに合わせて海水の2倍希釈水(pH:8.0、EC:20.2mS/cm)を液体として使用した。図4に原泥と過熱水蒸気処理泥のBOD経時変化を示す。 It is considered that the remarkable decrease in the COD value suggests that the impact on the water environment caused by sludge is reduced by the superheated steam treatment. Therefore, in order to follow the impact on oxygen consumption of raw mud and superheated steam-treated mud over time, the amount of BOD was examined using an Okura Electric Co., Ltd. (type OM3100A) coulometer (automatic recording aerobic microbial respirometer). It was. In the survey, SS (amount of suspended solids) was set to 1000 mg / L, and the double dilution water of seawater (pH: 8.0, EC: 20.2 mS / cm) was used as the liquid according to the specific gravity of the target brackish water canal. used. FIG. 4 shows changes in BOD over time of raw mud and superheated steam-treated mud.
これによると、原泥のBOD値は790時間までほぼ一定の酸素消費速度で増加し、最終的に37mg/Lでプラトーに達した。一方、過熱水蒸気処理泥は、酸素消費速度は小さく、400時間で、5mg/Lのプラトーに達した。 According to this, the BOD value of raw mud increased at an almost constant oxygen consumption rate until 790 hours, and finally reached a plateau at 37 mg / L. On the other hand, the superheated steam-treated mud had a low oxygen consumption rate and reached a plateau of 5 mg / L in 400 hours.
先に示した表1のCOD値の結果と合わせ、過熱水蒸気処理泥の、環境水への酸素消費に与えるインパクトは著しく低下するものと思われる。 Combined with the results of the COD values shown in Table 1 above, the impact of superheated steam-treated mud on oxygen consumption in environmental water is expected to be significantly reduced.
生物環境にとって、水質の溶存酸素の状況は重要である。当然溶存酸素が低下すれば水性生物の成育は難しくなり、また貧酸素条件下では生物にとって有毒な硫化水素やメタンの発生が考えられる。このため、有機物を多く含む汚泥の酸素消費に与えるインパクトが底質にとっても水質にとっても重要な問題になる。 The situation of dissolved oxygen in the water quality is important for the biological environment. Naturally, the growth of aquatic organisms becomes difficult if the dissolved oxygen decreases, and the generation of hydrogen sulfide and methane that are toxic to organisms under hypoxic conditions can be considered. For this reason, the impact of sludge containing a large amount of organic matter on oxygen consumption becomes an important issue for both bottom sediment and water quality.
以上のように、過熱水蒸気を施していない原泥と比較して、過熱水蒸気処理を施した泥のBODが著しく低下することから、過熱水蒸気処理を用いた本処理方法が、油分や硫化物の削減以上に生物環境へのインパクトを大幅に軽減させるものと考えられる。 As described above, since the BOD of the mud subjected to the superheated steam treatment is remarkably reduced as compared with the raw mud not subjected to the superheated steam, the present treatment method using the superheated steam treatment is effective for the oil and sulfide. It is thought that the impact on the biological environment will be greatly reduced more than the reduction.
10 作業船
12 浚渫装置
14 加熱処理装置
16 覆砂装置
18 噴射炉
20 泥貯留装置
22 排出ダクト
24 過熱水蒸気供給管
26 水タンク
28 ボイラー
30 過熱器
32 連続供給装置
34 連続排出装置
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| JP6463222B2 (en) * | 2015-03-11 | 2019-01-30 | 鹿島建設株式会社 | Processing method and processing system of excavated soil |
| CN105417905B (en) * | 2015-12-08 | 2017-11-17 | 上海水源地建设发展有限公司 | A kind of lake water course in situ process for treating sludge based on underwater lawn modular system |
| CN113866383A (en) * | 2021-06-24 | 2021-12-31 | 中国市政工程华北设计研究总院有限公司 | Black and odorous water body sediment grading treatment method taking ratio of VSS to SS as evaluation standard |
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| JPH10272499A (en) * | 1997-03-31 | 1998-10-13 | Unyusho Daisan Kowan Kensetsu Kyokucho | Submersible sludge purifying method for sediment sludge |
| JP2000146440A (en) * | 1998-11-04 | 2000-05-26 | Sumitomo Metal Ind Ltd | Dredge mud processing method and processing equipment |
| JP2002263617A (en) * | 2001-03-07 | 2002-09-17 | Ryoichi Okamoto | Waste treatment equipment |
| JP2003181485A (en) * | 2001-12-20 | 2003-07-02 | Nichizou Tec:Kk | Purifying contact material, method for producing the same, and method for purifying harbors, lakes, etc. using the purifying contact material |
| JP2003225699A (en) * | 2002-02-05 | 2003-08-12 | Mn Engineering Kk | Method for swelling sludge-dehydrated cake and method for carbonizing swelled cake |
| JP3797296B2 (en) * | 2002-08-13 | 2006-07-12 | Jfeエンジニアリング株式会社 | Purification method of bottom sludge |
| JP3802020B2 (en) * | 2003-09-01 | 2006-07-26 | 大豊建設株式会社 | Method and apparatus for treating dredged soil |
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