JPS60212297A - Treatment of mud on bottom of water - Google Patents

Treatment of mud on bottom of water

Info

Publication number
JPS60212297A
JPS60212297A JP6755584A JP6755584A JPS60212297A JP S60212297 A JPS60212297 A JP S60212297A JP 6755584 A JP6755584 A JP 6755584A JP 6755584 A JP6755584 A JP 6755584A JP S60212297 A JPS60212297 A JP S60212297A
Authority
JP
Japan
Prior art keywords
mud
water
sludge
soft
dredging
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.)
Pending
Application number
JP6755584A
Other languages
Japanese (ja)
Inventor
Hisashi Maizumi
眞泉 寿
Tadashi Fujita
藤田 正
Saburo Ogawa
三郎 小川
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.)
SUMITOMO KAIYO KAIHATSU KK
Sumitomo Cement Co Ltd
Original Assignee
SUMITOMO KAIYO KAIHATSU KK
Sumitomo Cement Co Ltd
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 SUMITOMO KAIYO KAIHATSU KK, Sumitomo Cement Co Ltd filed Critical SUMITOMO KAIYO KAIHATSU KK
Priority to JP6755584A priority Critical patent/JPS60212297A/en
Publication of JPS60212297A publication Critical patent/JPS60212297A/en
Pending legal-status Critical Current

Links

Landscapes

  • Treatment Of Sludge (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PURPOSE:To modify the bottom of the water on which soft mud is piled up, by such a simple means that a hydraulic bonding material is added to and mixed with soft mud such as sludge collected in a high sludge content state to solidify the same in a block form and the solidified mud is again discarded to the bottom of the water. CONSTITUTION:A hydraulic bonding material such as various cementicious bonding materials or other various org. bonding materials is added to and mixed with soft mud such as sludge collected from the bottom of the water of rivers, lakes and marshes or coastal areas in a high sludge content state by dredging to be solidified in a block form and the solidified mud is again discarded to the bottom of the water. As an apparatus for collecting soft sludge in a high sludge content state by dredging, an apparatus, wherein a pump for pumping up soft mud is arranged to the center of the under surface of a plane main body frame formed by welding square pipes and a pair of Archimedes' screw rotors are arranged to both sides thereof while a suction port and a sensor for detecting the direction of the main body are arranged to the rear surface thereof and a pressure resistance receiving operation valves on the forward central line to the front surface thereof, is used.

Description

【発明の詳細な説明】 本発明は、河川、湖沼、沿岸海域等の水底に堆積したヘ
ドロ等の軟質泥土を高含泥状悪で浚渫採取し、この軟質
泥土にセメント系結合材等の水硬性結合材を添加、混合
してブロック状に固化させた後、可及的速やかに再度水
底に投棄することを特徴とする水底泥土の処理方法に係
わるものであり、本特許出願人の1人により既に特Nt
thl願済の浚渫機(特願昭57−112504号、特
願昭57−112505号、特願昭57−188989
号、特願昭58−59181号)の′利用技術に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention involves dredging and collecting soft mud such as sludge deposited on the bottom of rivers, lakes, coastal waters, etc. with a high sludge content, and adding water such as a cement-based binder to this soft mud. This patent relates to a method for treating underwater mud, which is characterized by adding and mixing a hard binder and solidifying it into a block shape, and then dumping it back to the bottom of the water as soon as possible. Already special Nt
THL applied dredging machine (Japanese Patent Application No. 57-112504, Patent Application No. 57-112505, Patent Application No. 57-188989)
No. 58-59181).

本発明の直接利用に供される産業分野は、公害防止、水
底改質等の浚渫業、環境土木産業であるが、本発明は魚
介類の養殖業、沿岸漁業等の水産業界の発展にも寄与す
るものである。
Industrial fields to which the present invention can be directly applied include pollution prevention, dredging for water bottom reform, and the environmental civil engineering industry, but the present invention can also be applied to the development of the fisheries industry, such as seafood aquaculture and coastal fishing. It is something that contributes.

河川、湖底、海底等に堆積したヘドロ等の軟質泥土を処
理することについては既に数多くの技術が開示されてい
るが、未だに決め手となる処理法は確立されておらず、
軟質泥土の処分にはなお投棄場所の関係等で困難をきた
しているのが現状である。
Many technologies have already been disclosed for treating soft mud such as sludge deposited on rivers, lakebeds, seabeds, etc., but no definitive treatment method has yet been established.
At present, there are still difficulties in disposing of soft mud due to issues such as the location of the dumping site.

すなわち従来の処理方法としては、■海洋投棄する方法
、■コンホスト化して肥料や土壌改良材として利用する
方法、■粘土等を底土上に撒布してヘドロ表面を覆って
しまう方法、■底泥を耕耘して無害化を図る方法等が提
案されているが、いずれの方法にβりてもヘドロ等の軟
質泥土が堆積した水底泥土の処理方法の決め手とはなっ
ておらず、このことは水底ヘドロ対策上の大きな障害と
なっている。
In other words, conventional treatment methods include: ■ dumping in the ocean, ■ converting into a compost and using it as a fertilizer or soil conditioner, ■ spreading clay, etc. on the bottom soil to cover the sludge surface, and ■ removing the bottom sludge. Methods such as cultivating the soil to make it harmless have been proposed, but none of these methods is the deciding factor in the treatment of underwater mud where soft mud such as sludge has accumulated. This is a major obstacle in countermeasures against sludge.

本発明は、上述した諸問題を解決すべく鋭意研究の結果
なされたものであって、その目的とするところはヘドロ
等の軟質泥土が堆積した河川、湖底、海底等の水底を改
質する簡便な方法を提供するものでsb、環境改善、公
害防止に資するのみならず、魚介類の養殖業、沿岸漁業
等の水産業界の発展にも寄与するものである。すなわち
、近時の経済成長と共に都市化、工業化が進み、それに
伴い沿岸部の海、湖、沼、河川等の汚れが進行してきて
いる。なかでも内湾部など外海との海水の交流が十分で
ない海域では、毎年赤潮の発生が報ぜられている。水腫
業界では魚介類の養殖が近年ますます盛んに行なわれて
いるが、養殖場はまさにこのような海域が中心であり、
水賀、底質の汚染によシ養殖歩留シは年々低下している
といわれている。海域汚染の原因は、都市下水、工業排
水の流入だけではなく、多くの要因が指摘されているが
、海底に堆積しつつあるヘドロ等の有害層にも起因する
といわれている。このような養殖業の発展を阻害するよ
うな要因を取除くことはきわめて大きな意義があるもの
であシ、本発明は浚渫して採シ出された有害なヘドロ等
の軟質泥土を無害・な形に変えた上で再び水底に戻すこ
とによシ、困っていた投棄場所の不足をも解決しようと
するも′のである。
The present invention has been made as a result of intensive research to solve the above-mentioned problems, and its purpose is to provide a simple method for improving the water bottom of rivers, lakes, seabeds, etc. where soft mud such as sludge has accumulated. This method not only contributes to environmental improvement and pollution prevention, but also contributes to the development of the fisheries industry, such as fish and shellfish aquaculture and coastal fishing. That is, along with recent economic growth, urbanization and industrialization have progressed, and as a result, coastal areas such as oceans, lakes, marshes, and rivers have become increasingly polluted. In particular, red tide is reported to occur every year in areas where there is insufficient exchange of seawater with the open ocean, such as in inner bays. In recent years, fish and shellfish farming has become more and more popular in the hydrops industry, and fish farms are mainly located in areas like this.
It is said that the yield of sea cucumber aquaculture is decreasing year by year due to contamination of the bottom sediment. Many factors have been pointed out to cause marine pollution, not just the influx of urban sewage and industrial wastewater, but it is also said to be caused by harmful layers such as sludge that is accumulating on the ocean floor. It is of great significance to eliminate such factors that hinder the development of the aquaculture industry, and the present invention is designed to remove harmful sludge and other soft mud collected through dredging into a harmless form. By changing the shape and returning it to the bottom of the water, they also tried to solve the problem of a lack of dumping sites.

すなわち本発明は、河川、湖沼、沿岸海域等の水底より
高含泥状態で浚渫採取したヘドロ等の軟質泥土に水硬性
結合材を添加、混合してブロック状に固化させた後、再
度水底に投棄することを特徴とする水底泥土の処理方法
である。
That is, in the present invention, a hydraulic binder is added to soft mud such as sludge collected by dredging at a high mud content from the bottom of rivers, lakes, coastal waters, etc., mixed to solidify it into a block shape, and then returned to the bottom of the water. This is a method for treating underwater mud, which is characterized by dumping it.

河川、湖底、海底等に堆積したヘドロ等の軟質泥土を極
力濃厚な状態、すなわち高含泥状態で浚渫採取すること
は、セメント系結合材等の水硬性結合材の添加量を減少
してその費用を軽減する上からも好ましいことであるが
、このような高含泥状態で浚渫採取する装置としては、
例えば角管溶接製の平面形本体枠の下面中心に軟質泥土
を揚泥するためのポンプを、両側に一対のアルキメデス
・スクリュー・ローターを、さらに後方にはサクション
口を、上面には前方中心線上に操作弁類を収納する耐圧
容器を、後方には本体の向き検出センサを、両側には本
体が軟質泥土上に浮いた形で着底するように水中重量調
整用の浮体を配設した浚渫揚泥装置を使用する。この浚
渫揚泥装置は、アルキメデス・スクリュー・ローターが
回転し、本体が前進する際にローター間に寄せ集められ
た軟質泥土をサクション口よシポンプにょシ吸引するも
のである。この時、前進速力とポンプの吸引能力をマツ
チさせて高含泥な状態で軟質泥土を揚泥することができ
る。
Dredging and collecting soft mud such as sludge deposited on rivers, lakebeds, seabeds, etc. in as thick a state as possible, that is, in a state with a high mud content, is possible by reducing the amount of hydraulic binders such as cement binders. This is desirable from the perspective of reducing costs, but as a device for dredging and collecting in such a high mud content state,
For example, a pump for lifting soft mud is placed in the center of the bottom of the flat body frame made of welded square tubes, a pair of Archimedean screw rotors are placed on both sides, a suction port is placed in the rear, and the top is located on the front center line. A dredger with a pressure-resistant container that houses the operating valves at the back, a sensor to detect the orientation of the main body at the rear, and floating bodies on both sides to adjust the underwater weight so that the main body lands on the bottom floating on soft mud. Use mud pumping equipment. In this dredging mud device, the Archimedean screw rotor rotates, and when the main body moves forward, the soft mud collected between the rotors is sucked into the suction port by the pump. At this time, by matching the forward speed and the suction capacity of the pump, it is possible to pump soft mud with a high mud content.

この浚渫揚泥装置を使用して海底に堆積した軟質泥土を
浚渫した場合の金泥率分析値およびその時の原理の含泥
率分析籠を表−1に示す。
Table 1 shows the analytical value of the gold mud ratio when soft mud deposited on the seabed is dredged using this dredging mud lifting device, and the mud content ratio analysis basket based on the principle at that time.

表−1浚渫泥と原理の金泥率分析値の一例このように、
この浚渫、揚泥装置は、河川、湖底、海底等に堆積した
ヘドロ等の軟質泥土を極力濃厚な状態、すなわち高含泥
状態で浚渫揚泥することができるものである。
Table 1 Example of gold mud ratio analysis value of dredged mud and principle As shown above,
This dredging and sludge lifting device is capable of dredging and lifting soft mud such as sludge deposited on rivers, lakebeds, seabeds, etc. in as thick a state as possible, that is, in a high mud content state.

このようにして高含泥状態で浚渫揚泥されたヘドロ等の
軟質泥土をブロック状に固化するための水硬性結合Iと
しては、各種のセメント系結合材、その他各種有機系結
合材を使用することが可能であるが、結合材の添加量、
入手しやすさ、その他公害等の観点からセメント系結合
材の使用が好ましい。更に河川、湖底、海底等に堆積し
たヘドロ等の軟質泥土は通常セメント系結合材の硬化を
阻止するような有機泥である場合が多いので、速硬性の
結合材であることが望ましい。
Various cement-based binders and various other organic binders are used as the hydraulic bond I to solidify the dredged sludge and other soft mud with high mud content into blocks. However, the amount of binder added,
It is preferable to use a cement-based binder from the viewpoints of availability and other pollution concerns. Furthermore, since soft mud such as sludge deposited on rivers, lakebeds, seabeds, etc. is usually organic mud that prevents cement-based binders from hardening, it is desirable that the binder be a fast-hardening binder.

すなわち、セメント系結合材としては ■通常の普通、早強、超早強ポルトランドセメントまた
はこれらに塩化カルシウム等の硬化促進剤を添加したも
の ■市販のジェットセメント(住友セメント、小野田セメ
ント製、速硬性セメント商品名ン、または市販のアルミ
ナセメント等の速硬性セメント■11CaO”7At2
03”Cax2(Xはハロゲン原子ンまたは12CaO
−7At203と4CaO−3At203(803)、
3CaO−8iO2,2CaO8i02 、CaSO4
等とを構成成分とする浚渫Φ詰合を・1 ■無害化同化処理剤、例えばマスキング(住友セメント
製商品名) ■公知の地盤改良材に硬化促進剤を添加したもの 等を使用することができる。これらのセメント糸結合材
のうち、いくつかのセメント系結合材を使用して前記表
−1に掲げた浚渫泥(31を同化処理した場合の実験例
を表−2に示す。
In other words, as a cementitious binder, ■ Ordinary normal, early-strength, ultra-early-strength Portland cement, or these with a hardening accelerator such as calcium chloride added ■ Commercially available jet cement (manufactured by Sumitomo Cement, Onoda Cement, quick-hardening cement) Quick-hardening cement such as cement product name or commercially available alumina cement■11CaO"7At2
03”Cax2 (X is a halogen atom or 12CaO
-7At203 and 4CaO-3At203 (803),
3CaO-8iO2, 2CaO8i02, CaSO4
A dredging Φ pack consisting of the following components can be used: 1 ■A harmless assimilation treatment agent, such as Masking (product name manufactured by Sumitomo Cement) ■A well-known ground improvement material with a hardening accelerator added. can. Table 2 shows an experimental example in which the dredged mud (31) listed in Table 1 was assimilated using some of these cement thread binders.

表−2から判明するように、ポルトランドセメント系の
結合材を使用した場合には添加率20〜25チ程度、ジ
ェットセメントを使用した場合には添加率15%以上、
浚渫用結合材を使用した場合には添加率lO−以上の添
加で揚泥されたままのヘドロ等の軟質泥土を1日程度の
短時間で固化することができ、司及的速やかに再度水底
に投棄することが可能となるものでおる。特に浚渫用結
合材にありては、少量の添加でもって短時間に固化する
ことが可能となシ、水中においても同化反応が継続され
ることは周知のとおりでおる。また、ヘドロ等の軟質泥
土中に含有されている有機、無機糸の有害物質の固化に
も有効なものである。前記浚渫用結合材を使用した場合
の反応の過程を概説すると、構成成分の1つである1I
CaO−7At203 ”CaX2は注水と同時に溶解
し、他の構成成分のケイ酸カルシウム相の溶解により、
生成した水酸化カルシウムと反応して、早期にAt(O
H)2X またはCaO・At203・10 H2O、
2CaO−At203・8H20、3CaO’At20
8−6H20。
As can be seen from Table 2, when a Portland cement-based binder is used, the addition rate is approximately 20 to 25%, and when jet cement is used, the addition rate is 15% or more.
When a binder for dredging is used, it is possible to solidify soft mud such as sludge that has been pumped up in a short time of about one day by adding the addition rate of 1O- or more, and it is possible to solidify the sludge and other soft mud in a short period of time, such as one day. It is possible to dispose of it in In particular, it is well known that the binder for dredging can be solidified in a short time by adding a small amount, and the assimilation reaction continues even in water. It is also effective in solidifying harmful organic and inorganic substances contained in soft mud such as sludge. To outline the reaction process when the above-mentioned binding material for dredging is used, one of the constituent components, 1I
CaO-7At203 "CaX2 dissolves at the same time as water is poured, and due to the dissolution of the other constituent calcium silicate phase,
Reacts with the generated calcium hydroxide to quickly form At(O
H) 2X or CaO・At203・10 H2O,
2CaO-At203・8H20, 3CaO'At20
8-6H20.

4Ca()A4%、19H20等のアルミン酸カルシウ
ム水和物を生成し始める。これらの水和物は、その他の
構成成分から溶出した硫酸カルシウムと反応して、早期
にアルミン酸−硫ぽカルシウム水和物を生成し、液相中
のイオン濃度の変化に応じてエトリンジヤイトに変化し
ていくといわれている。
Calcium aluminate hydrates such as 4Ca()A4% and 19H20 begin to be produced. These hydrates react with calcium sulfate eluted from other components to quickly generate calcium aluminate-sulfate hydrate, which changes to ettringite in response to changes in ion concentration in the liquid phase. It is said that it will continue.

11CaO”7At203−CaX2 +、5.a(O
H)2+6CaSO4+68i(20−+ 6(3Ca
O−At203−CaS04’12H20ン十2AtC
OH)2X3CaO−At203−CaS04−12H
20+ 2CaS04+ 20H20−+ 3CaO−
At203−3CaS04−32H20なお、11Ca
O−7At2U3” CaX2の代わシに12CaO・
7At203 を使用した場合であっても上記類似の反
応課程を柚て早期にエトリンジヤイト、3 CaO・A
t203” 3 Ca504−32 H2Ok生成する
11CaO"7At203-CaX2 +, 5.a(O
H)2+6CaSO4+68i(20-+6(3Ca
O-At203-CaS04'12H20n12AtC
OH)2X3CaO-At203-CaS04-12H
20+ 2CaS04+ 20H20-+ 3CaO-
At203-3CaS04-32H20, 11Ca
O-7At2U3” 12CaO・instead of CaX2
Even when using 7At203, ettringite, 3CaO.
t203” 3 Ca504-32 H2Ok is generated.

また、4Ca0・3At203(S03)は前記速硬成
分と同様に早期にアルミン酸−硫酸カルシウム水和すを
生成す、る。
In addition, 4Ca0.3At203 (S03) forms a calcium aluminate-sulfate hydrate at an early stage, similar to the above-mentioned fast-hardening component.

4 CaO”’A%0iSOa) + 5 Ca(OH
)2+3CaS04+29H2043(3CaO”At
203・Ca5tJ4−12 H2O) 十5O33C
aO−At203− Ca5O,−12H2O+ 2 
CaSO4+ 201−120+ 3CaO−At20
3−3CaSO,−32H20前記の反応から生成され
たエトリンジヤイトは特殊水和物で針状結晶を呈し、泥
土中の余剰水を多量に固定する力と、有機物による硬化
阻害を受けない性質があり、これが早期に多量に生成さ
れるので、特に高含水且つ有機物を含む泥土に対して有
効となる。
4 CaO”'A%0iSOa) + 5 Ca(OH
)2+3CaS04+29H2043(3CaO"At
203・Ca5tJ4-12 H2O) 15O33C
aO-At203- Ca5O, -12H2O+ 2
CaSO4+ 201-120+ 3CaO-At20
3-3CaSO, -32H20 Ettringite produced from the above reaction is a special hydrate that exhibits needle-shaped crystals, has the ability to fix a large amount of excess water in mud, and has the property of not being inhibited by organic matter from hardening. Since this is generated early and in large quantities, it is particularly effective for muddy soils with high water content and organic matter.

また、泥土中の有害?l質等の固化に伴いエトリンジヤ
イトのアルミニウム原子は、イオン半径の゛近いチタン
、クロム、マンガン原子等と容易に置換する。
Also, is it harmful in muddy soil? As aluminum atoms solidify, the aluminum atoms of ettringite are easily replaced with titanium, chromium, manganese atoms, etc., which have a similar ionic radius.

これ等の速硬性結合材を用いて浚渫でれたヘドロ等の軟
質泥土を固化させるに際して、成形させる手段としては
一般に用いられるセメント系の成形装置をそのまま用い
ることができる。その方法としては押出成形法、金型に
押込むブリケット成形法或は一般のペレット成形法号も
用い得る。
When solidifying soft mud such as dredged sludge using these fast-hardening binders, a commonly used cement-based molding device can be used as is as a molding means. As the method, an extrusion molding method, a briquette molding method in which the material is pressed into a mold, or a general pellet molding method may be used.

また、ブロック状に成形する簡便な手段としては、前記
のようにして得らnた混練物を、例えば内面に剥離剤を
コートした適宜形状の各器内に流し込み固化を待って取
シ出すようにしてもよい。
A simple method for forming blocks is to pour the kneaded material obtained as described above into a suitably shaped container whose inner surface is coated with a release agent, wait for it to solidify, and then take it out. You can also do this.

固化させるための容器として藁かますのような容器に流
し込みその中に容れたまま固化させて使うこともよい。
It may also be used as a container for solidifying by pouring it into a container such as a straw basket and leaving it in the container to solidify.

本発明は、河川、湖沼、沿岸海域等の水底から高含泥状
態で浚渫して採取したヘドロ状軟質泥土に、水硬性結合
材を添加混合してブロック状に固化成形して再度水中に
投棄するものであるから、従来捨場に困った軟質泥土を
再び元の所に水質汚染を招くことなく返戻することによ
りヘドロ状水底を改質することができる効果がある。
The present invention involves adding and mixing a hydraulic binder to sludge-like soft mud collected by dredging from the bottom of rivers, lakes, coastal waters, etc. with high mud content, solidifying it into blocks, and dumping it back into the water. Therefore, it is possible to reform the sludge-like water bottom by returning the soft mud, which has conventionally been difficult to dispose of, to its original location without causing water pollution.

近時、1磯焼け”と称される現象により海藻類の生育が
阻害された海域が増加しており、その対策として砕石さ
れた石塊が大量に投石事業として海中に投入され、水底
の改質を行なうことが行政指導されている。
Recently, the number of sea areas where the growth of seaweed has been inhibited due to a phenomenon known as ``Isoyake'' has increased, and as a countermeasure, large amounts of crushed stone are thrown into the sea as part of rock-throwing projects, and the underwater bottom is being reformed. Administrative guidance is given to ensure quality.

この投石事業は、海藻の生育を促がすことにより、それ
がエビや貝類の餌とな東、−また小魚類の生育場所とし
て有用であることが認められ実施されているが、石塊を
採取してこれを砕石のうえ所定海域に大量に輸送して投
入する費用は少くない。
This stone throwing project has been carried out because it has been recognized that by promoting the growth of seaweed, it becomes food for shrimp and shellfish, and is also useful as a breeding ground for small fish. The cost of collecting, crushing, and transporting a large amount of stone to a designated sea area for disposal is not small.

本発明によれば水底から有害なヘドロ状軟質泥土を浚渫
除去し、捨場に困るこの軟質泥土を固化して再び水中に
戻すことにより、前記の投石事業の効果をも挙げること
ができ、−挙両得といえる。
According to the present invention, by dredging and removing harmful sludge-like soft mud from the water bottom, solidifying this soft mud that is difficult to dispose of, and returning it to the water, the effects of the stone-throwing project described above can be achieved. It can be said that it is a win-win.

Claims (1)

【特許請求の範囲】[Claims] 河川、湖沼、沿岸海域等の水底よシ高含泥状態で浚渫採
取したヘドロ等の軟質泥土に水硬性結合材を添加、混合
してブロック状に固化させた後、再度水底に投棄するこ
とを%歓とする水底泥土の処理方法。
A hydraulic binder is added and mixed to soft mud such as sludge collected by dredging from the water bottom of rivers, lakes, coastal waters, etc. in a high mud content state, solidified into a block shape, and then dumped to the water bottom again. A method for treating underwater mud that is highly effective.
JP6755584A 1984-04-06 1984-04-06 Treatment of mud on bottom of water Pending JPS60212297A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6755584A JPS60212297A (en) 1984-04-06 1984-04-06 Treatment of mud on bottom of water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6755584A JPS60212297A (en) 1984-04-06 1984-04-06 Treatment of mud on bottom of water

Publications (1)

Publication Number Publication Date
JPS60212297A true JPS60212297A (en) 1985-10-24

Family

ID=13348321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6755584A Pending JPS60212297A (en) 1984-04-06 1984-04-06 Treatment of mud on bottom of water

Country Status (1)

Country Link
JP (1) JPS60212297A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020157258A (en) * 2019-03-27 2020-10-01 太平洋セメント株式会社 Method of improving sediment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54124556A (en) * 1978-03-20 1979-09-27 Sanwa Kizai Co Ltd Dredging coagulating treating method of sludge

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54124556A (en) * 1978-03-20 1979-09-27 Sanwa Kizai Co Ltd Dredging coagulating treating method of sludge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020157258A (en) * 2019-03-27 2020-10-01 太平洋セメント株式会社 Method of improving sediment

Similar Documents

Publication Publication Date Title
CN103334469B (en) The treatment system removed for inner city pollution of river bed mud and treatment process
JP3723625B2 (en) Treatment method for high water content sludge
CN108911461A (en) A kind of mercury object original position abatement disposition ship
JP2006214085A (en) Method for developing shallows and the like
JP2000157094A (en) Stone material for sinking and disposing in water and its production
JP5818469B2 (en) Treatment method of bottom sediment
JP2800063B2 (en) Sludge solidification material
CN1826295A (en) Method for treating aqueous sludge, material so produced and the use thereof
JPS60212297A (en) Treatment of mud on bottom of water
JP2011012202A (en) Method for treating sedimented soil at bottom of water
KR100992510B1 (en) Soil improving agent and method for treatment of sludge using the same
JPH03183813A (en) Creation of tideland
WO2019169645A1 (en) Non-dispersible soil-cement for underwater reinforcement, and construction method
JP2913632B2 (en) Dredging mud treatment method and treatment equipment
JP5627283B2 (en) Treatment method of seabed sediment
WO2009058011A1 (en) Method for preparing a structure in a body of water
JP2000176489A (en) Method of cleaning rivers, lakes and marshes, or the like
JP3606759B2 (en) Non-fluidization treatment method of dredged mud
JP2003251397A (en) Treatment method for bottom materials
CN215052629U (en) Lake-entering river mouth sludge collecting/salvaging/treating and water quality purifying device
JPH0971777A (en) Process for neutralizing solidified soil resulting from solidification of sludge and soft soil
JP2004359511A (en) Natural-collapse type block and method for producing the same
CN217627932U (en) Urban river and lake desilting muddy water coprocessing system
JP2001225037A (en) Seepage control and bank protection construction method of waste disposal site
JP2622301B2 (en) Construction method of underwater structure by dredging sludge