JP3133985B2 - How to improve bottom quality of lakes and marshes - Google Patents

How to improve bottom quality of lakes and marshes

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Publication number
JP3133985B2
JP3133985B2 JP10227917A JP22791798A JP3133985B2 JP 3133985 B2 JP3133985 B2 JP 3133985B2 JP 10227917 A JP10227917 A JP 10227917A JP 22791798 A JP22791798 A JP 22791798A JP 3133985 B2 JP3133985 B2 JP 3133985B2
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JP
Japan
Prior art keywords
sediment
improving
lakes
water
marshes
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
Application number
JP10227917A
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Japanese (ja)
Other versions
JP2000051839A (en
Inventor
茂樹 河野
Original Assignee
技研興業株式会社
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Priority to JP10227917A priority Critical patent/JP3133985B2/en
Priority to FR9910437A priority patent/FR2783613B1/en
Publication of JP2000051839A publication Critical patent/JP2000051839A/en
Application granted granted Critical
Publication of JP3133985B2 publication Critical patent/JP3133985B2/en
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Classifications

    • GPHYSICS
    • G03PHOTOGRAPHY; CINEMATOGRAPHY; ANALOGOUS TECHNIQUES USING WAVES OTHER THAN OPTICAL WAVES; ELECTROGRAPHY; HOLOGRAPHY
    • G03BAPPARATUS OR ARRANGEMENTS FOR TAKING PHOTOGRAPHS OR FOR PROJECTING OR VIEWING THEM; APPARATUS OR ARRANGEMENTS EMPLOYING ANALOGOUS TECHNIQUES USING WAVES OTHER THAN OPTICAL WAVES; ACCESSORIES THEREFOR
    • G03B7/00Control of exposure by setting shutters, diaphragms or filters, separately or conjointly
    • G03B7/08Control effected solely on the basis of the response, to the intensity of the light received by the camera, of a built-in light-sensitive device
    • G03B7/091Digital circuits
    • GPHYSICS
    • G03PHOTOGRAPHY; CINEMATOGRAPHY; ANALOGOUS TECHNIQUES USING WAVES OTHER THAN OPTICAL WAVES; ELECTROGRAPHY; HOLOGRAPHY
    • G03BAPPARATUS OR ARRANGEMENTS FOR TAKING PHOTOGRAPHS OR FOR PROJECTING OR VIEWING THEM; APPARATUS OR ARRANGEMENTS EMPLOYING ANALOGOUS TECHNIQUES USING WAVES OTHER THAN OPTICAL WAVES; ACCESSORIES THEREFOR
    • G03B7/00Control of exposure by setting shutters, diaphragms or filters, separately or conjointly
    • G03B7/08Control effected solely on the basis of the response, to the intensity of the light received by the camera, of a built-in light-sensitive device
    • G03B7/099Arrangement of photoelectric elements in or on the camera
    • G03B7/0993Arrangement of photoelectric elements in or on the camera in the camera
    • G03B7/0997Through the lens [TTL] measuring
    • G03B7/09979Multi-zone light measuring

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Treatment Of Sludge (AREA)
  • Exposure Control For Cameras (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、水質汚濁により富
栄養化した湖沼や池、内湾、河川の感潮域など汚濁され
た滞水域の底質を改善する技術であり、とくに、底質の
汚濁状況を改善できる資材を底泥中に投入して底質を改
善する方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for improving the sediment quality of polluted aquifers such as lakes, ponds, inner bays, and tidal areas of rivers, which have been eutrophicized by water pollution. The present invention relates to a method for improving the sediment by introducing a material capable of improving a pollution state into sediment.

【0002】[0002]

【従来の技術】従来、堆積した有機物の分解により嫌気
化した底泥は、そのまま放置すると水質までを悪化させ
ることから、浚渫によって除去される。また場合によっ
ては、悪化した底泥を除去せずに良質な砂で覆ってしま
う覆砂工法が採用される。
2. Description of the Related Art Conventionally, bottom mud which has been anaerobic due to decomposition of accumulated organic matter, if left as it is, deteriorates water quality, and is removed by dredging. In some cases, a sand covering method is employed in which the deteriorated bottom mud is covered with high-quality sand without being removed.

【0003】しかしながら、上述した浚渫工法では、底
生動物や水草にダメージを与えるという致命的な欠点が
あった。しかも、浚渫によって取り除いた底泥は、悪臭
がすることなどを理由に処分場の確保が困難であり、レ
ンガなどに再利用するといった手段もあるが、かかる手
段はコスト的に問題があり現時点では一般化されていな
い。
[0003] However, the above-mentioned dredging method has a fatal drawback of damaging benthic animals and aquatic plants. In addition, the bottom mud removed by dredging is difficult to secure a disposal site because of bad smell, etc.There is also a method of reusing it for bricks, etc. Not generalized.

【0004】また、上述した覆砂工法では、コスト面で
の問題のほか多量の土砂を湖沼底に投入するために、ダ
ム湖などでは貯水容量の減少を招いたり、浅水域では水
深をますます小さくしてしまうなど、多くの欠点があっ
た。
[0004] In addition, in the above-mentioned sand covering method, in addition to the cost problem, a large amount of sediment is poured into the bottom of the lake, so that the storage capacity is reduced in dam lakes and the like, and the water depth is increased in shallow water areas. There were many disadvantages, such as making it smaller.

【0005】これに対し、最近では、底質を改善できる
化学薬品等を底泥中に注入して底質を改善する工法や、
底質を改善できる粒状の化学薬品等を湖沼底に直接投入
して底質を改善する工法が開発されている。例えば、湖
沼等の還元的な底泥中に硝酸カルシウム水溶液をパイプ
を通して注入して湖底泥を直接酸化する方法や、粒状の
過酸化カルシウムを水面上から湖沼底に直接投入する方
法がある。
On the other hand, recently, a method of improving the bottom quality by injecting chemicals capable of improving the bottom quality into the bottom mud,
A method has been developed to improve the sediment quality by directly introducing granular chemicals or the like that can improve the sediment quality into the lake bottom. For example, there is a method of injecting an aqueous solution of calcium nitrate into a reducible sediment of a lake or the like through a pipe to directly oxidize the sediment of the lake, or a method of directly charging granular calcium peroxide from the water surface to the bottom of the lake or the marsh.

【0006】しかしながら、化学薬品等を底泥中に注入
する工法では、所定量の薬剤を底泥中に確実に注入する
ことはできるものの、湖沼底に障害物が多い場合や、作
業用の船舶や機材が搬入できないような現場などには、
本工法を採用することが難しいという問題がある。しか
も、底質を確実に改善するためには高濃度の薬剤水溶液
を底泥中に注入する必要があり、底質環境に対するイン
パクトが大きすぎることや、注入された薬剤水溶液の一
部が水中に漏出することによる水域環境への悪影響が懸
念される。
However, in the method of injecting chemicals or the like into the sediment, although a predetermined amount of the chemical can be surely injected into the sediment, there are many obstacles on the bottom of the lake or a marsh or a working ship. And other places where equipment cannot be brought in,
There is a problem that it is difficult to adopt this method. Moreover, in order to improve the sediment quality, it is necessary to inject a high-concentration drug aqueous solution into the sediment, which has an excessive impact on the sediment environment and that part of the injected drug aqueous solution is in water. There is a concern about the adverse effects on the water environment due to leakage.

【0007】また、粒状の化学薬品等を湖沼底に直接投
入する工法では、薬剤の溶解速度をコントロールするこ
とが難しく、しかも、粒状に成型できる薬品以外では採
用できないという欠点があった。
In addition, the method of directly introducing granular chemicals or the like into the bottom of a lake has the disadvantage that it is difficult to control the dissolution rate of the chemicals, and that it cannot be used except for chemicals that can be formed into granules.

【0008】[0008]

【発明が解決しようとする課題】そこで本発明は、上述
した化学薬品等を用いる従来の底質改善方法が抱える課
題を解決するためになされたものである。その目的とす
るところは、劣悪な底質環境を改善するために底泥中に
投入される化学薬品や微生物資材などの底質改善用資材
を底泥中に容易に投入でき、なおかつ、それら資材のも
つ底質改善作用の持続期間や、資材の底質中への溶出・
浸出速度を自由にコントロールできる、湖沼等の底質改
善方法を提案することにある。
SUMMARY OF THE INVENTION Accordingly, the present invention has been made to solve the problems of the above-mentioned conventional method for improving sediment quality using chemicals and the like. The purpose is to easily introduce sediment improvement materials such as chemicals and microbial materials to be injected into the sediment to improve the poor sediment environment. Of the material's sediment improvement,
It is an object of the present invention to propose a method for improving sediment quality of lakes and marshes, which can freely control the leaching speed.

【0009】[0009]

【課題を解決するための手段】発明者は、上記目的の実
現に向け鋭意研究した結果、以下に示す内容を要構成と
する発明に想到した。 (1) 本発明にかかる湖沼等の底質改善方法は、多孔質な
無機材料により形成された容器内に底質改善用資材を充
填し、この容器を湖沼等の底泥中に投入し、前記容器内
の底質改善用資材をその底泥中に溶出あるいは浸出させ
て拡散することにより、湖沼等の底質を改善することを
特徴とする。なお、上記底質改善方法においては、多孔
質な無機材料としてセラミックスを用い、容器の材質や
厚さ、焼成方法を調整することにより、底質改善用資材
の溶出・浸出速度をコントロールすることが好ましい。 (2) 本発明にかかる湖沼等の底質改善方法は、粘土質土
壌粉末と底質改善用資材を混合して好ましくは塊状に成
型した成型体を、湖沼等の底泥中に投入し、前記成型体
中の底質改善用資材をその底泥中に溶出あるいは浸出さ
せて拡散することにより、湖沼等の底質を改善すること
を特徴とする。なお、上記底質改善方法においては、成
型体の表面を生分解性素材によってコーティングし、そ
のコーティング層の厚さや密度、あるいはそのコーティ
ング層に開けられる細孔の大きさを調整することによ
り、前記底質改善用資材の溶出・浸出速度をコントロー
ルすることが好ましい。
Means for Solving the Problems As a result of earnest research for realizing the above-mentioned object, the inventor has arrived at an invention having the following contents as essential components. (1) The method for improving sediment of a lake or the like according to the present invention is as follows: a container formed of a porous inorganic material is filled with a material for improving sediment, and the container is poured into sediment of a lake or the like, The material for improving the sediment of a lake or the like is characterized in that the material for improving the sediment in the container is eluted or leached into the sediment and diffused. In the above method for improving the sediment quality, ceramics are used as a porous inorganic material, and the material and thickness of the container and the sintering method are adjusted to control the elution and leaching rate of the material for improving the sediment quality. preferable. (2) The method for improving sediment of lakes and marshes according to the present invention comprises mixing a clay soil powder and a material for improving sediments and preferably molding the mass into a sediment such as lakes and marshes. The material for improving the sediment of a lake or the like is improved by eluting or leaching the material for improving the sediment in the molded product into the sediment of the sediment and diffusing the material. In the method for improving the sediment quality, the surface of the molded body is coated with a biodegradable material, and the thickness and density of the coating layer or the size of the pores formed in the coating layer are adjusted to adjust the thickness. It is preferable to control the elution and leaching speed of the material for improving the sediment quality.

【0010】[0010]

【発明の実施の形態】本発明にかかる湖沼等の底質改善
方法は、底質改善用資材を充填または含有する固体を水
面上から散布するだけで底泥中に投入でき、特殊な機器
等を必要としない点で、施工が非常に容易であるだけで
はなく、底泥を大きく移動させることもないため、作業
中の水質が悪化する心配がない。また、本発明にかかる
湖沼等の底質改善方法は、底泥を浚渫によって取り除く
工法ではないので取り除いた底泥を処分する必要がな
く、さらに、底質改善用資材の投入量が少なくて済み、
ダム湖などに使用しても貯水容量がほとんど変化せず、
浅水域に使用しても水深が大きく変化することはない。
BEST MODE FOR CARRYING OUT THE INVENTION The method for improving sediment of lakes and marshes according to the present invention can be applied to sediment only by spraying solids containing or containing materials for improving sediment from the surface of the water, and special equipment. Since the construction is not required, the construction is not only very easy, but also the bottom mud does not move much, so that there is no fear that the water quality during the work is deteriorated. Further, the method for improving sediment of lakes and marshes according to the present invention is not a method of removing sediment by dredging, so that it is not necessary to dispose of the removed sediment, and furthermore, the amount of input of sediment improving material is small. ,
Even when used for dam lakes etc., the water storage capacity hardly changes,
Even when used in shallow water, the water depth does not change significantly.

【0011】このような本発明の底質改善方法におい
て、セラミック容器などの多孔質な容器に底質改善用資
材を充填する方法では、灰化する物質を容器材料に混合
してから成型,焼成することによってその多孔質な容器
の透水性を変化させるか、あるいは、焼成温度を調整す
ることによって焼成後の多孔質容器の透水性を変化させ
るなどの手段により、容器内の底質改善用資材の底泥中
への溶出・浸出速度をコントロールすることができる。
また本発明では、このように底質改善用資材を充填する
容器の空孔の大きさや空孔率を変化させることにより底
質改善用資材の溶出・浸出速度をコントロールする他、
容器の材質や厚さを変化させることによっても底質改善
用資材の溶出・浸出速度をコントロールすることができ
る。
In the method of improving bottom material according to the present invention, in a method of filling a porous container such as a ceramic container with a material for improving bottom material, a material to be incinerated is mixed with a container material, and then molded and fired. By changing the water permeability of the porous container by changing the firing temperature, or by changing the water permeability of the porous container after firing by adjusting the firing temperature. The rate of leaching and leaching into the bottom mud can be controlled.
Further, in the present invention, in addition to controlling the dissolution and leaching rate of the bottom material improving material by changing the size and porosity of the pores of the container filled with the bottom material improving material,
By changing the material and thickness of the container, the elution and leaching speed of the material for improving the sediment can be controlled.

【0012】一方、粘土質土壌に底質改善用資材を混合
して成型体とする方法では、成型体の表面を生分解性の
素材などでコーティングし、そのコーティング層の厚さ
や密度、あるいはそのコーティング層に開けられる細孔
の大きさを調整することにより、底質改善用資材の溶出
・浸出速度をコントロールすることができる。この方法
によれば、そのままでは粒状に固化しない薬剤でも投入
しやすい形状・寸法に成型でき、底質改善に有効な微生
物も担持させることができる。また、底質改善用資材が
溶出・浸出した後は、底質の成分である泥以外の残存物
が存在しないので、底質を悪化させることはない。
[0012] On the other hand, in the method of mixing a clay soil with a material for improving sediment quality to form a molded body, the surface of the molded body is coated with a biodegradable material or the like, and the thickness or density of the coating layer or the thickness of the coating layer is determined. By adjusting the size of the pores formed in the coating layer, the elution and leaching speed of the material for improving the bottom quality can be controlled. According to this method, it is possible to mold a medicine which does not solidify in a granular form as it is into a shape and a size which can be easily introduced, and to carry microorganisms effective for improving the sediment quality. Further, after the material for improving the sediment is eluted and leached, there is no residue other than the mud, which is a component of the sediment, so that the sediment does not deteriorate.

【0013】このように、本発明によれば、底質改善用
資材の溶出・浸出速度をコントロールすることによっ
て、底質改善用資材のもつ底質改善作用の持続期間を調
整することができる。また、底質改善用資材を徐々に溶
出・浸出させることによって、底質環境への過大なイン
パクトが防止できるだけではなく、底質改善用資材の水
中への漏出による悪影響も最低限に抑えることが可能と
なる。
As described above, according to the present invention, the duration of the sediment improving action of the material for improving the sediment can be adjusted by controlling the elution and leaching speed of the material for improving the sediment. In addition, by gradually dissolving and leaching the sediment improving material, not only can the excessive impact on the sediment environment be prevented, but also the adverse effects of the leakage of the sediment improving material into water can be minimized. It becomes possible.

【0014】[0014]

【実施例】(実施例1) (1) まず、外径75mm,肉厚15mm,長さ200mm の円筒形の
セラミック多孔体容器中に硝酸カルシウム50gを封入
し、両端開口部は、アクリル板をシリコンで貼り付けて
密栓した。 (2) 次に、90l容量のポリバケツの中に50lの水道水を
入れた3個の水槽を準備し、これらの水槽のうち、2個
の水槽には、硝酸カルシウムを封入した3本のセラミッ
ク多孔体容器を投入し、一方の水槽では計測時以外は静
水状態を保ち(ケースB)、他方の水槽では水を常時循
環させた(ケースC)。また、残りの水槽には、対照材
として硝酸カルシウムを封入していない3本のセラミッ
ク多孔体容器を投入し(ケースA)、セラミック多孔体
容器からの硝酸カルシウムの溶出試験を行った(表1参
照)。なお、試験中は、水槽に蓋をして外部からの混入
物が極力入らないようにした。 (3) そして定期的に、水槽内部の水を良く攪拌してから
300mlのサンプルを採取して電気伝導度を測定し、セラ
ミック多孔体容器に封入した硝酸カルシウム(粉末)
が、容器外部へ溶出・浸出する状況を確認した。なお、
計測の終わったサンプルは、元の水槽に戻して試験中の
水量が変化しないようにした。
EXAMPLES (Example 1) (1) First, 50 g of calcium nitrate was sealed in a cylindrical ceramic porous container having an outer diameter of 75 mm, a wall thickness of 15 mm, and a length of 200 mm. It was sealed with silicone. (2) Next, three water tanks containing 50 liters of tap water in a 90 liter plastic bucket were prepared. Of these water tanks, two ceramic tanks containing calcium nitrate were used. The porous container was charged, and one of the water tanks was kept in a hydrostatic state except at the time of measurement (case B), and the other water tank was constantly circulated with water (case C). In addition, three ceramic porous containers not containing calcium nitrate were placed in the remaining water tank as a control material (Case A), and a dissolution test of calcium nitrate from the ceramic porous container was performed (Table 1). reference). In addition, during the test, the water tank was covered with a cover so as to prevent entry of contaminants from the outside as much as possible. (3) Periodically, stir the water inside the tank well
A 300 ml sample is collected and its electrical conductivity is measured. Calcium nitrate (powder) sealed in a ceramic porous container
However, the situation of elution and leaching out of the container was confirmed. In addition,
The sample after the measurement was returned to the original water tank so that the amount of water during the test did not change.

【0015】[0015]

【表1】 [Table 1]

【0016】この試験結果を図1に示す。この図に示す
結果から明らかなように、対照材であるケースAは、試
験開始から24日目まで電気伝導度が徐々に上昇し、約
0.2mS/cmで落ち着いた。これは、セラミック多孔体
自体からの溶出物によるものである。一方、サンプル採
取時以外は水槽内の水を静水状態に保ったケースBにつ
いては、試験開始から66日目にも電気伝導度が上昇し続
けているが、上昇速度は徐々に低下しつつある。また、
水槽内の水を常時循環させたケースCについては、ケー
スBよりも電気伝導度の上昇速度が大きく、この傾向は
試験初期に顕著であった。
FIG. 1 shows the test results. As is clear from the results shown in this figure, in the case A as the control material, the electric conductivity gradually increased until the 24th day from the start of the test,
It calmed down at 0.2 mS / cm. This is due to the effluent from the ceramic porous body itself. On the other hand, in case B in which the water in the water tank was kept in a still water state except at the time of sampling, the electrical conductivity continued to increase on the 66th day from the start of the test, but the rate of increase was gradually decreasing. . Also,
In case C in which the water in the water tank was constantly circulated, the rate of increase in electrical conductivity was higher than in case B, and this tendency was remarkable in the early stage of the test.

【0017】ケースBおよびケースCにおいて、硝酸カ
ルシウムの溶出によるものと考えられる電気伝導度は、
対照材であるケースAの66日日の電気伝導度を差し引い
たものに相当する。即ち、試験開始から66日目の電気伝
導度が、ケースBでは2.70mS/cm、ケースCでは2.75
mS/cmであることから、硝酸カルシウムの溶出による
電気伝導度は、ケースBでは2.465 mS/cm、ケースC
では2.515 mS/cmとなる。一方、各水槽には合計 150
mgの硝酸カルシウムが投入されており、これが全量溶
出した場合の電気伝導度は2.96mS/cmとなる。したが
って、試験中に溶出した硝酸カルシウムが全量変化せず
に水槽中に存在すると仮定すると、この試験において、
ケースBおよびケースCでは、投入量の83〜85%の硝酸
カルシウムがセラミック多孔体から溶出したことにな
る。つまり、試験開始から66日目以降の電気伝導度が余
り変化していないことから、約2ヶ月で硝酸カルシウム
の溶出がほぼ終了したものと考えられる。このように本
発明によれば、底質改善用資材のもつ底質改善作用の持
続期間を効果的に改善することができる。
In cases B and C, the electrical conductivity considered to be due to the elution of calcium nitrate is:
This corresponds to the value obtained by subtracting the electrical conductivity of case A, which is the control material, on day 66. That is, the electric conductivity on the 66th day from the start of the test was 2.70 mS / cm in case B, and 2.75 mS / cm in case C.
mS / cm, the electrical conductivity due to the elution of calcium nitrate was 2.465 mS / cm in case B, and
In this case, it becomes 2.515 mS / cm. On the other hand, each tank has a total of 150
mg of calcium nitrate was introduced, and the electric conductivity when the entire amount was eluted was 2.96 mS / cm. Therefore, assuming that the calcium nitrate eluted during the test is present in the tank without any change,
In case B and case C, 83 to 85% of the input amount of calcium nitrate was eluted from the ceramic porous body. That is, since the electrical conductivity did not change much after 66 days from the start of the test, it is considered that the dissolution of calcium nitrate was almost completed in about 2 months. As described above, according to the present invention, it is possible to effectively improve the duration of the bottom quality improving action of the bottom quality improving material.

【0018】なお、44日目と52日目のケースBにおい
て、水槽内の水を攪拌しない状態で底層部のセラミック
多孔体周辺の水と表層の水を分けて採取して電気伝導度
を測定したところ、表2に示すような結果となった。こ
の表2に示す結果から明らかなように、各計測日とも、
底層部の電気伝導度は大きな数値を示したが、表層部の
電気伝導度は前回の混合後の計測結果からほとんど変化
していない。つまり、溶出した硝酸カルシウムは、底層
部のみに拡散するものと言える。このように本発明によ
れば、化学薬品や微生物資材などの底質改善用資材を底
泥中に容易に投入でき、底質を効果的に改善することが
できる。
In case B on days 44 and 52, the electric conductivity was measured by separately collecting the water around the ceramic porous body in the bottom layer and the water in the surface layer without stirring the water in the water tank. As a result, the results shown in Table 2 were obtained. As is clear from the results shown in Table 2, on each measurement day,
Although the electric conductivity of the bottom layer showed a large value, the electric conductivity of the surface layer hardly changed from the measurement result after the previous mixing. That is, it can be said that the eluted calcium nitrate diffuses only into the bottom layer. As described above, according to the present invention, a material for improving sediment, such as a chemical or a microbial material, can be easily put into the sediment, and the sediment can be effectively improved.

【0019】[0019]

【表2】 [Table 2]

【0020】(実施例2) (1) まず、乾燥させた粘土と水・硝酸カルシウムを重量
比で4:1:1の割合で混合し練り合わせたものを、直
径2cmの球形に成型して粘土成型物を得た。この粘土成
型物は、1個当たり 8.6gであるため、乾燥粘度は 5.7
g、水・硝酸カルシウムは 1.4gとなる。 (2) 次に、ビーカーの中に水200ml を入れ、上記の粘土
成型物を2個投入して静置した。 (3) そして、粘度成型物を投入してから1分、30分、1
時間、2時間、3時間、6時間、24時間後に電気伝導度
を測定し、粘土成型物から硝酸カルシウムが水中に溶出
する状況を確認した。この電気伝導度の測定は、粘度成
型物をビ−カーから取り出し、水を良く攪拌した後に行
った。なお、測定の終了したビーカーおよび粘度成型物
は廃棄し再利用しないので、ビーカーおよび粘度成型物
は測定回数分だけ最初に準備しておく。
(Example 2) (1) First, dried clay and water / calcium nitrate were mixed and mixed at a weight ratio of 4: 1: 1, and the mixture was molded into a spherical shape having a diameter of 2 cm to form a clay. A molded product was obtained. Since this clay molding weighs 8.6 g per piece, its dry viscosity is 5.7 g.
g, water / calcium nitrate is 1.4 g. (2) Next, 200 ml of water was placed in a beaker, and two of the above-mentioned clay moldings were charged and allowed to stand. (3) 1 minute, 30 minutes, 1
After 2, 2, 3, 6 and 24 hours, the electric conductivity was measured, and the situation where calcium nitrate was eluted from the clay molding into water was confirmed. The measurement of the electric conductivity was carried out after removing the molded viscous product from the beaker and thoroughly stirring the water. Since the beaker and the molded viscous product after the measurement are discarded and not reused, the beaker and the viscous molded product are first prepared for the number of times of the measurement.

【0021】この試験結果を図2に示す。この図に示す
結果から明らかなように、粘土成型物からの硝酸カルシ
ウムの溶出は早い段階から始まり、24時間後には溶出速
度が遅くなっている。ここで、粘土と共に成型し、ビー
カー内に投入された硝酸カルシウムは 2.4gであり、こ
れが全て溶出すると電気伝導度は約13.8mS/cmとな
る。また、投入後1分間における硝酸カルシウムの溶出
量は、投入量の約2%程度であるため、実際の施工にお
いて水面から投入された後着底するまでの間に溶出する
硝酸カルシウムの量は、水深にもよるがほぼ無視できる
程度の量であると考えられる。したがって、24時間後の
溶出量は、投入量の約56%程度であり、実際には24時間
以降にも徐々に溶出は継続するものと考えられる。この
ように、本実施例の方法によっても底質改善用資材を底
泥中に容易に投入でき、底質を効果的に改善することが
できるが、セラミック多孔体容器からの硝酸カルシウム
の溶出試験結果(実施例1の図1)と比較すると、早い
速度で溶出が進行しており、溶出終了までの時間も短く
なる。但し、粘土の質や大きさによって、その溶出速度
をコントロールすることができる。
FIG. 2 shows the test results. As is clear from the results shown in this figure, the elution of calcium nitrate from the clay molding starts from an early stage, and the elution rate becomes slow after 24 hours. Here, 2.4 g of calcium nitrate molded into the beaker and put into the beaker is eluted, and the electric conductivity becomes about 13.8 mS / cm. In addition, the amount of calcium nitrate eluted in one minute after the injection is about 2% of the input amount. It is considered to be almost negligible depending on the water depth. Therefore, the elution amount after 24 hours is about 56% of the input amount, and it is considered that the elution gradually continues actually after 24 hours. As described above, the material for improving the sediment can be easily introduced into the sediment by the method of the present embodiment, and the sediment can be effectively improved.However, the dissolution test of calcium nitrate from the ceramic porous container is performed. As compared with the results (FIG. 1 of Example 1), the elution proceeds at a higher speed, and the time until the end of the elution is also shorter. However, the dissolution rate can be controlled by the quality and size of the clay.

【0022】[0022]

【発明の効果】以上説明したように本発明にかかる湖沼
等の底質改善方法によれば、劣悪な底質環境を改善する
ために底泥中に投入される化学薬品や微生物資材などの
底質改善用資材を底泥中に容易に投入でき、なおかつ、
それら資材のもつ底質改善作用の持続期間や、資材の底
泥中への溶出・浸出速度を自由にコントロールできる。
As described above, according to the method for improving bottom sediment of lakes and marshes according to the present invention, it is possible to improve the bottom sediment environment by improving the quality of bottom sediment such as chemicals and microbial materials introduced into sediment. The material for quality improvement can be easily put into the bottom mud, and
It is possible to freely control the duration of the sediment improvement action of these materials and the rate of elution and leaching of the materials into the sediment.

【図面の簡単な説明】[Brief description of the drawings]

【図1】実施例1における電気伝導度の測定結果を示す
グラフである。
FIG. 1 is a graph showing measurement results of electric conductivity in Example 1.

【図2】実施例2における電気伝導度の測定結果を示す
グラフである。
FIG. 2 is a graph showing measurement results of electric conductivity in Example 2.

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) C02F 11/00 B09B 3/00,5/00 E02B 3/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 7 , DB name) C02F 11/00 B09B 3/00, 5/00 E02B 3/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 湖沼や池、内湾、河川の感潮域における
汚濁された滞水域の底泥を改善するに当たり、多孔質な
セラミックスにより形成され、それの材質,厚さ, 空孔
率, 焼成方法を変えて透水性を調整した容器内に、底質
改善用資材を充填し、この容器を前記底泥中に投入し、
容器内の底質改善用資材を溶出あるいは浸出の速度コ
ントロール下に底泥中へ拡散させることにより、前記底
の底質を改善することを特徴とする湖沼等の底質改善
方法。
1. In the tidal zone of lakes, ponds, inner bays and rivers
To improve the sediment of polluted water bodies,
Made of ceramics , its material, thickness, pores
Rate, by changing the baking method in a container to adjust the permeability, filled with sediment-improving materials were charged and the vessel to the bottom mud,
Speed co elution or leaching sediment-improving material of the container
By diffusing into the bottom mud under Control, the bottom
A method for improving sediment of lakes and marshes, which comprises improving sediment of mud .
【請求項2】 湖沼や池、内湾、河川の感潮域における
汚濁された滞水域の底泥を改善するに当たり、粘土質土
壌粉末と底質改善用資材を混合して成型しかつ表面に生
分解性素材のコーティングを有すると共に、そのコーテ
ィング層の厚さ, 密度, このコーティング層に開けられ
る細孔の大きさを調整した成型体を、前記底泥中に投入
し、この成型体中の底質改善用資材を溶出あるいは浸出
速度コントロール下に前記底泥中へ拡散させることによ
り、前記底泥の底質を改善することを特徴とする湖沼等
の底質改善方法。
2. In a tidal zone of a lake, a pond, an inner bay, or a river.
In order to improve the sediment in the polluted aquifer, the clay soil powder and the material for improving the sediment are mixed, molded and formed on the surface.
It has a coating of degradable material and its coating
The thickness and density of the coating layer can be opened in this coating layer
That the size molded body was adjusted pore, the bottom mud to put, elute or leach sediment-improving material of the molded body during
A method for improving bottom sediment of lakes and marshes, wherein the bottom sediment of the bottom sediment is improved by diffusing into the bottom sediment under a speed control .
JP10227917A 1998-08-12 1998-08-12 How to improve bottom quality of lakes and marshes Expired - Fee Related JP3133985B2 (en)

Priority Applications (2)

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JP10227917A JP3133985B2 (en) 1998-08-12 1998-08-12 How to improve bottom quality of lakes and marshes
FR9910437A FR2783613B1 (en) 1998-08-12 1999-08-12 SHOOTING APPARATUS AND AUTOMATIC EXPOSURE CONTROL DEVICE

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10227917A JP3133985B2 (en) 1998-08-12 1998-08-12 How to improve bottom quality of lakes and marshes

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US4887121A (en) * 1988-12-12 1989-12-12 Eastman Kodak Company Method and apparatus for exposure control based on color balance information
US5740481A (en) * 1991-01-08 1998-04-14 Nikon Corporation Exposure calculation device for camera
US5617175A (en) * 1992-07-29 1997-04-01 Olympus Optical Co., Ltd. Camera having electronic flash units

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Publication number Publication date
FR2783613A1 (en) 2000-03-24
FR2783613B1 (en) 2002-01-18
JP2000051839A (en) 2000-02-22

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