JPH11131438A - Processing method and device for sedimentary layer in vicinity of mouth river-mouth - Google Patents
Processing method and device for sedimentary layer in vicinity of mouth river-mouthInfo
- Publication number
- JPH11131438A JPH11131438A JP9297072A JP29707297A JPH11131438A JP H11131438 A JPH11131438 A JP H11131438A JP 9297072 A JP9297072 A JP 9297072A JP 29707297 A JP29707297 A JP 29707297A JP H11131438 A JPH11131438 A JP H11131438A
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- Prior art keywords
- water
- sand
- earth
- sediment
- transfer pipe
- 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.)
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Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、河川の上流から
流されて河口付近に沈殿堆積した土砂の堆積層を掘削
し、有用物を選別採取することを目的とした河口付近に
おける堆積層の処理方法および装置に関するものであ
る。この発明における河口とは、海洋に流入する河口は
勿論、湖、沼に流入する河口も含むものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the treatment of a sedimentary layer near a river mouth for excavating a sedimentary layer of sediment deposited near the river mouth flowing from an upstream of the river and sorting and collecting useful materials. The present invention relates to a method and an apparatus. The estuary in the present invention includes not only an estuary flowing into the ocean but also an estuary flowing into a lake or swamp.
【0002】[0002]
【従来の技術】従来河川又はダムなどに土砂等が堆積し
た場合には、浚渫して、所定の水深を保つことが知られ
ている。2. Description of the Related Art Conventionally, it has been known that when soil or the like accumulates on a river or a dam, it is dredged to maintain a predetermined water depth.
【0003】また海岸又は湖岸の埋立て用仕切内に、埋
立て域外から水と土砂とをパイプ移送する技術が知られ
ている。[0003] Also, a technique is known in which water and earth and sand are transferred from outside the landfill area into a landfill partition on the coast or lake shore.
【0004】[0004]
【発明により解決しようとする課題】従来知られている
河川、湖、ダムなどの浚渫は、専ら水底の堆積物を水上
に持ち上げ、河川等の外へ廃棄するものであった。また
海岸等の埋立地においては、土砂と水との混合物を一方
(埋立域外)から他方(埋立地)へ移送することを目的
としており、土砂の選別技術については皆無であり、そ
の必要もなかった。従来砂金の工業的採掘は、専ら陸地
で行われており、砂金等の掘削、運搬、水簸の方式は数
千年来の技術を基本とし、現在は掘削及び運搬に大形機
械を導入し、能率を向上させたものにすぎなかった。Conventionally known dredging of rivers, lakes, dams, and the like has exclusively consisted of lifting sediments at the bottom of the water above the water and discarding the sediments out of rivers and the like. Also, in landfills such as coastal areas, the purpose is to transfer a mixture of earth and sand and water from one (outside the landfill) to the other (landfill), and there is no necessity and there is no necessity for any technology for sedimentation. Was. Conventionally, industrial mining of gold dust has been carried out exclusively on land, and the methods of excavation, transportation and elutriation of gold dust etc. are based on technologies from thousands of years, and large machines have been introduced for drilling and transportation at present. , But nothing but improved efficiency.
【0005】従って、大多数の砂金鉱山では、陸上作業
が可能な条件が、経済的に鉱山を経営する限度とされ、
掘削位置が水位に達し水が出だすと掘削不能として廃鉱
となっていた。[0005] Therefore, in most gold mines, the conditions under which land work is possible are considered to be the limits of economically operating the mine.
When the excavation position reached the water level and water began to flow, it was impossible to excavate and was abandoned.
【0006】従って、広大な河川床、河口付近の水底に
おける採掘は皆無であり、人力採掘、水簸が僅かに行わ
れているに過ぎず、大部分は採掘不能と思われており、
効率的水中採掘の技術思想がなかった。一方河川の上流
に産金鉱山がある場合には、砂金が土砂と共に洪水など
により下流及び河口付近に流送され、自然水簸によって
富鉱化されている。即ち、河川の上流においては、金な
どの含有率が小さく経済的に採掘不可能な貧鉱の場合で
あっても、自然水簸の結果含有率が著しく増大し富鉱化
している場合がある。また自然水簸の結果でも、従来型
の採掘方法では工業的かつ経済的に採算がとれないよう
な場合も考えられる。Therefore, there is no mining on the vast riverbed and the water bottom near the estuary, and only a small amount of manual mining and elutriation is performed, and it is considered that most of the mining is impossible.
There was no technical idea of efficient underwater mining. On the other hand, when there is a gold mine upstream of the river, gold dust is transported along with the earth and sand to the downstream and near the estuary due to flooding, and is enriched by natural elutriation. That is, even in the case of a poor ore that is low in the content of gold and the like that cannot be economically mined upstream of the river, the content may significantly increase as a result of natural elutriation and become rich. . In addition, natural elutriation results may indicate that conventional mining methods cannot be industrially and economically profitable.
【0007】即ち極めて少ないエネルギーにより水底の
砂金等を土砂と共に水上に移送できれば、河口床の工業
的かつ経済的採掘も可能であったが、そのような技術の
要請がないことは勿論、そのような技術開発の研究、提
案も皆無であった。[0007] That is, if gold or the like at the bottom of the water can be transferred onto the water together with earth and sand with extremely little energy, industrial and economical mining of the estuary floor was possible, but such a technique is of course not required. There were no research or proposals for any technical development.
【0008】[0008]
【課題を解決するための手段】然るにこの発明は、従来
知られていた比較的浅い水底を掘削し、土砂等と水との
混合物を水平方向に移送して、海岸などの埋め立てに使
用している技術を一部利用し、更に研究開発して、土砂
その他の水底堆積物を水上に持ち上げ、移送中に水簸
し、不必要な土砂等を作業域外の水底に戻すことを基本
とした河口等の水底堆積物中から有用物を分別採取する
基本的技術を完成したのである。SUMMARY OF THE INVENTION The present invention, however, uses a conventionally known relatively shallow water bottom to excavate, transfer a mixture of earth and sand, etc. and water in a horizontal direction, and use it for reclamation of coasts and the like. River estuary based on utilizing some of the existing technologies and conducting further research and development to lift sediment and other bottom sediment above the water, elutriate during transportation, and return unnecessary sediment to the water bottom outside the work area We have completed the basic technology for separating useful materials from sediments such as underwater sediments.
【0009】即ち方法の発明は、河口付近における所望
位置の堆積土砂等を水と共に移送パイプにより水上に持
ち上げ、前記土砂と水との混合物に分別手段を施して目
的物と土砂と水とを分別すると共に、前記土砂と水とを
作業域外へ廃棄することを特徴とした河口付近における
堆積層の処理方法であり、分別手段は、比重選、振動篩
又はサイクロンとしたものである。また堆積土砂等と
は、砂金を含む土砂、錫又はチタンを含む土砂、貴石、
半貴石又はダイヤモンドを含む土砂とするものであり、
移送パイプによる土砂等の持ち上げ力は、流体のジェッ
トエネルギーを利用したものである。In other words, the invention of the method is to lift sediment or the like at a desired position near the estuary together with water onto a water by a transfer pipe, and to separate the mixture of the earth and sand with the water to separate the object, the earth and the sand from the water. A method for treating a sedimentary layer in the vicinity of an estuary, wherein the sediment and water are discarded outside the work area, and the separation means is a specific gravity selection, a vibrating sieve or a cyclone. In addition, sedimentary sand, etc., is earth and sand containing gold dust, earth and sand containing tin or titanium, precious stones,
Earth and sand containing semi-precious stones or diamonds,
The lifting force of the soil and the like by the transfer pipe utilizes the jet energy of the fluid.
【0010】次に装置の発明は、台船の一側に、土砂等
の吸引、掘削手段を設置し、台船の中央部に、土砂と水
との混合物から目的物を分離する選別手段と、目的物分
別後の土砂と水の移送廃棄手段を設置したことを特徴と
する河口付近における堆積層の処理装置であり、吸引、
掘削手段は、移送パイプ内にジェット流体を吹き出し
て、土砂と水との混合物に加速力を付与し、これによ
り、移送パイプ端に吸引力を生成して堆積土砂を吸引掘
削するものである。更に選別手段は、比重選、振動篩又
サイクロンはとしたものであり、移送廃棄手段は、分別
残滓の土砂と水との混合物を、廃棄パイプにより作業域
外へ移送し、海中へ放出したものである。[0010] Next, the invention of the apparatus is provided with a means for suctioning and excavating soil and the like on one side of the barge, and a separating means for separating an object from a mixture of earth and sand and water at the center of the barge. , A sediment layer treatment device near the river mouth characterized by the installation of sediment and water transfer and disposal means after separation of the target material,
The excavating means blows out a jet fluid into the transfer pipe to apply an accelerating force to the mixture of earth and sand, thereby generating a suction force at the end of the transfer pipe to suction and excavate the sediment. Further, the sorting means is a specific gravity selection, a vibrating sieve or a cyclone, and the transfer and disposal means transfers the mixture of the sediment and water of the separation residue to the outside of the work area by a waste pipe and discharges it into the sea. is there.
【0011】前記方法及び装置によれば、河口床(例え
ば河口から2000mの沖に及ぶ大陸棚上の堆積層)を
きわめて少ないエネルギーによって、連続かつ大量に採
掘し、水簸し、目的物を分別採取することができる。[0011] According to the method and apparatus described above, an estuary bed (eg, a sedimentary layer on a continental shelf extending 2,000 m offshore from the estuary) is continuously and massively mined with very little energy, elutriated, and the target is separated. Can be collected.
【0012】前記河川の上流の流域に、金鉱、錫鉱、チ
タン鉱、貴石、半貴石、ダイヤモンド鉱などがあった場
合には、河口床には、自然水簸により、河口側から砂
金、錫、チタン、貴石、半貴石及びダイヤモンドなどが
順次階層構造をなして平面分布している。従って水上の
台船から、堆積層まで移送パイプを吊下し、台船上又は
浅水部において、移送パイプ中に上昇加速力を付与すれ
ば、加速力の大きさに応じて移送パイプ中の水を吹き上
げる。この場合に、移送パイプの下端には、水深20m
で20kg/cm2 、100mで100kg/cm2 の水圧
が掛っているので、前記移送パイプの上端側で10kg/
cm2 の加速力を付与すれば、前記移送パイプ内の圧力
バランスが崩れ、水深20mでは10kg/cm2 、10
0mでは90kg/cm2 の水圧差で水底の土砂と水とを
押し上げることになる。When gold ore, tin ore, titanium ore, precious stone, semi-precious stone, diamond ore, etc. are present in the upstream basin of the river, gold or tin, tin ore from the estuary by natural elutriation. , Titanium, precious stones, semi-precious stones, diamonds and the like are sequentially distributed in a hierarchical structure in a plane. Therefore, if the transfer pipe is suspended from the barge on the water to the sedimentary layer, and an upward acceleration force is applied to the transfer pipe on the barge or in the shallow water area, the water in the transfer pipe will be discharged according to the magnitude of the acceleration force. Blow up. In this case, the lower end of the transfer pipe has a water depth of 20 m.
In so pressure of 100 kg / cm 2 at 20 kg / cm 2, 100 m is hanging in upper end of the transfer pipe 10 kg /
When an acceleration force of 2 cm is applied, the pressure balance in the transfer pipe is lost, and at a water depth of 20 m, 10 kg / cm 2 , 10
At 0 m, the water and the soil at the bottom are pushed up by a water pressure difference of 90 kg / cm 2 .
【0013】そこで、移送パイプの下端位置を水底の土
砂等に対面させると、前記圧力差で土砂等と水を吸い込
み、これを水上へ移送する。例えば3m/secの上昇
流とした場合に、土砂と水との混合比を20%〜30%
とすれば、移送パイプの内径を1mとした場合に、2.
3m3 /secの土砂と水とを吹き上げる。従って土
砂は1.5トン/sec(但し平均比重2.6、混合率
20%)となる。このようにすれば、1時間に5510
トン、1日にほぼ130,000トンの土砂を水上へ持
ち上げることができる。Therefore, when the lower end of the transfer pipe faces the soil and the like at the bottom of the water, the soil and the like and the water are sucked by the pressure difference and transferred to the water. For example, in the case of an upflow of 3 m / sec, the mixing ratio of earth and sand to water is 20% to 30%.
If the inner diameter of the transfer pipe is 1 m, then 2.
Blow up 3m 3 / sec of earth and sand and water. Therefore, the amount of soil is 1.5 tons / sec (however, the average specific gravity is 2.6 and the mixing ratio is 20%). In this way, 5510 per hour
Approximately 130,000 tonnes of earth and sand can be lifted above the water per day.
【0014】前記試算は、直径1mの移送パイプを使用
し、移送物の混合率を20%とし、流速を3m/sec
とした場合であって、移送パイプの直径と、流速の選定
により、その数値は大幅に変動するけれども、従来普通
の砂金採掘の実績(例えば1日に数百トン)を大幅に上
回ることに疑の余地はない。In the above calculation, a transfer pipe having a diameter of 1 m was used, the mixing ratio of the transferred material was 20%, and the flow velocity was 3 m / sec.
Although the numerical value fluctuates significantly depending on the diameter of the transfer pipe and the selection of the flow velocity, it is suspected that it will greatly exceed the conventional ordinary gold dust mining performance (for example, several hundred tons per day). There is no room for it.
【0015】この発明によれば、前記厖大な処理量に拘
らず廃棄土砂は作業域から遙かに離れた海底(例えば3
〜5km離れた水底)に投棄するので、処理エネルギーは
皆無に等しく、公害を生じるおそれもない。例えば投棄
パイプの先端を水底近くまで挿入すれば、水上はもとよ
り、水中汚染のおそれがない。また廃棄物は元来河口付
近の堆積土砂であるから、特別の有害物を含むおそれも
ない。According to the present invention, regardless of the enormous amount of waste, the waste earth and sand can be removed from the seabed far away from the work area (for example, 3
Since it is dumped on the water bottom (up to 5 km away), there is almost no treatment energy and there is no risk of pollution. For example, if the tip of the dump pipe is inserted close to the bottom of the water, there is no risk of underwater contamination as well as on the water. Also, the waste is originally sedimentary sediment near the estuary, so there is no danger of containing any special harmful substances.
【0016】前記移送パイプによる移送と、水簸は総て
流動エネルギーを利用するので、人的労力は、機械監
視、台船の移動、水簸分別物(目的物)の包装その他を
入れても、数名〜十数名で十分処理できる。従来方法で
は1日50000トンの砂金土砂の処理に500人〜1
000人必要とされているから、処理労力に大差のある
ことは明らかである。Since the transfer by the transfer pipe and elutriation all use flow energy, human labor can be reduced even if a machine is monitored, a barge is moved, elutriation separated (object) packaging and the like are included. , A few to a dozen or more people can be processed sufficiently. According to the conventional method, 50,000 tons / day of gold dust and earth is processed by 500 people to 1 person.
Obviously, there is a great difference in processing effort since 000 people are required.
【0017】分別目的物の量が多くなる場合には、砂利
運搬船のような公知の運搬手段をとれば包装手段をとる
ことなく、十分目的を達することができる。前記におけ
る土砂と水との混合物中から砂金その他の目的物を分別
するには、各種方式があるが、砂利と水との混合物が流
動状態にあること、かつ処理量が膨大になることを考慮
した装置により、基本的には、混合物中の固形物の比重
を利用した自動水簸が容易かつ効率よく出来る。In the case where the amount of the object to be separated is large, a well-known transportation means such as a gravel carrier can sufficiently achieve the purpose without using a packaging means. There are various methods for separating gold dust and other objects from the mixture of earth and sand and water in the above, but it is necessary to consider that the mixture of gravel and water is in a fluid state and that the amount of treatment is enormous. Basically, the automatic elutriation using the specific gravity of the solid matter in the mixture can be easily and efficiently performed by the above apparatus.
【0018】[0018]
【発明の実施の形態】この発明は、河口付近の水底か
ら、土砂と目的物を吸引、移送し、台船上で分別処理し
て、不必要となった土砂等の廃棄物は、再び水底にもど
す堆積土砂等の処理方法である。前記方法を実施する為
に、土砂等を吸引移送する移送パイプを、水上の台船か
ら必要長さ宛吊下し、前記移送パイプの上部には、ジェ
ット流体による加速手段を付設すると共に、水簸手段で
処理して、台船上で目的物(細砂と砂金などとの混合
物、全土砂のぼぼ1%量)を分別し、不必要な土砂等を
廃棄パイプにより、再び水底に戻す一連の装置である。BEST MODE FOR CARRYING OUT THE INVENTION The present invention suctions and transports sediment and an object from a water bottom near an estuary, separates it on a barge, and removes unnecessary waste such as earth and sand onto the water bottom again. This is a method of treating sediment to be returned. In order to carry out the above method, a transfer pipe for sucking and transferring soil and the like is suspended from a barge on the water to a required length, and an acceleration means by a jet fluid is provided above the transfer pipe, It is processed by elutriation to separate the target object (mixture of fine sand and gold dust, approximately 1% of the total earth and sand) on a barge, and unnecessary earth and sand is returned to the water bottom again by a waste pipe. Device.
【0019】前記水簸は、比重選、振動篩、サイクロン
その他従来公知の各種装置を単独又は組み合せて使用す
る。何れにしても、土砂と水との混合物は、例えば3m
/secで流動させているので、このエネルギーを適宜
使用することにより、水簸に特別のエネルギーを要する
ことは少ない。For the elutriation, specific gravity selection, a vibrating sieve, a cyclone and other conventionally known various devices are used alone or in combination. In any case, the mixture of earth and sand and water is, for example, 3 m
Since the fluid is flowed at / sec, by using this energy as appropriate, there is little need for special energy for elutriation.
【0020】前記廃棄土砂は、水上を廃棄パイプで移送
し、十分の沖合に出たならば、廃棄パイプ端を水中に吊
下し、その下端を成るべく水底に近く開口させれば、濁
水などによる海洋汚染のおそれはない。この発明によれ
ば、水底付近の堆積土砂は、水圧により移送パイプ内へ
吸引する。そこで移送パイプの最終部(水位0〜3m
位)においてジェット水(又は水と空気との混合物)を
吹き込み、移送パイプの最終部の水に加速力を付与すれ
ば、移送パイプの上端水位と、下端水位に掛った圧力差
により、移送パイプの下端に吸引力を生じ、移送パイプ
の下端付近の土砂及び水を吸入する。従って、移送パイ
プの下端と、土砂上面との近接度合により、上昇流中の
水と土砂との混合比が定まるが、円滑な移送状態を維持
するには土砂量を20%〜30%に調節することが望ま
しい。この場合の水底の土砂面と、移送パイプの下端の
吸入口との間隔は、土砂面の崩壊の難易により定まる
が、河川の堆積層における崩壊度には大差がないので、
実験的に求めれば、容易に最良間隔を設定することがで
きる。The waste earth and sand is transported over the water by a waste pipe, and when it is sufficiently offshore, the end of the waste pipe is suspended in the water, and the lower end is opened as close to the bottom of the water as possible. There is no risk of marine pollution due to According to this invention, the sediment near the water bottom is sucked into the transfer pipe by water pressure. Then, the last part of the transfer pipe (water level 0-3m
Jet water (or a mixture of water and air) is blown at the end of the transfer pipe, and an acceleration force is applied to the water at the end of the transfer pipe. A suction force is generated at the lower end of the pipe, and soil and water near the lower end of the transfer pipe are sucked. Therefore, the mixing ratio between the water and the earth and sand in the ascending flow is determined by the degree of proximity between the lower end of the transfer pipe and the upper surface of the earth and sand, but the amount of earth and sand is adjusted to 20% to 30% in order to maintain a smooth transfer state. It is desirable to do. In this case, the distance between the sediment surface at the bottom of the water and the suction port at the lower end of the transfer pipe is determined by the difficulty of the collapse of the sediment surface, but since the degree of collapse in the sedimentary layer of the river is not significantly different,
If experimentally obtained, the best interval can be easily set.
【0021】例えば、移送パイプの下端に目の粗い篭
(例えば鋼線を50mm間隔の格子として、半球状に成
形)を被着すれば、前記移送パイプの下端の吸入口と、
土砂面との間隔は、前記半球状の篭により一定に保つこ
とができる。前記は、加速機器を水上に設ける場合につ
いて説明したが、水面下に設置して、押上げ加速方式を
採用する場合もある。この場合においても、加速機器は
水圧(ヘッド圧)を十分利用し、高深度(例えば40〜
100m)に設ける必要なく、5m〜20mの浅い水中
に設ければ、十分目的を達成することができる。For example, if a coarse basket (for example, formed into a hemispherical shape with a grid of steel wires at intervals of 50 mm) is attached to the lower end of the transfer pipe, an inlet at the lower end of the transfer pipe is provided.
The distance from the earth and sand surface can be kept constant by the hemispherical basket. In the above description, the case where the accelerating device is provided on the water has been described. However, the accelerating device may be installed below the water surface to adopt a push-up acceleration method. Also in this case, the accelerator uses the water pressure (head pressure) sufficiently, and has a high depth (for example, 40 to
100 m), the object can be sufficiently achieved by providing it in shallow water of 5 m to 20 m.
【0022】[0022]
【実施例1】この発明の方法を、図1に基づいて説明す
る。Embodiment 1 The method of the present invention will be described with reference to FIG.
【0023】この発明は、目的とする水底まで移送パイ
プ1を吊下し、移送パイプ1の下部より、土砂を吸入す
る。この場合に移送パイプ1の上部適所に流動方向を向
けてジェット水(水又は水と空気の混合物)を吹き込
み、前記移送パイプ1中へ上昇流を生成させる。According to the present invention, the transfer pipe 1 is suspended to a target water bottom, and earth and sand are sucked in from the lower part of the transfer pipe 1. In this case, jet water (water or a mixture of water and air) is blown toward the flow direction at an appropriate place above the transfer pipe 1 to generate an upward flow into the transfer pipe 1.
【0024】前記のようにして、台船2上へ持ち上げた
土砂と水との混合物は、台船2上を横方向に移動する間
に水簸し、砂金等を含む細砂と、不必要の土砂と水とに
分離する。前記細砂は台船上で包装し、又は包装するこ
となく移送船に受けて精煉場所へ移送する。一方廃棄土
砂は、廃棄パイプ3により水上を作業域外まで移送し、
海底に投棄する。前記における一連の処理は、土砂の吸
上げエネルギーを有効に利用するが、廃棄物移送に加速
が必要な場合には、適宜ジェット水を廃棄パイプ中に吹
き込み、廃棄物の流速を調整する。As described above, the mixture of earth and sand and water lifted onto the barge 2 is elutriated while moving on the barge 2 in the horizontal direction, and fine sand containing gold dust and the like is removed. Separation into sediment and water. The fine sand is wrapped on a barge or received without being wrapped by a transfer boat and transferred to a refining place. On the other hand, waste sediment is transported over the water to outside the work area by waste pipe 3,
Discard on the sea floor. The above-described series of processing effectively uses the energy of sucking up the earth and sand. When acceleration is required for transferring the waste, jet water is appropriately blown into the waste pipe to adjust the flow rate of the waste.
【0025】[0025]
【実施例2】この発明の装置を、図2、3、4に基づい
て説明する。Embodiment 2 An apparatus according to the present invention will be described with reference to FIGS.
【0026】台船2の一側のクレーン4を用いて、移送
パイプ1を水中に挿入し、移送パイプ1の下端の篭5を
水底に当接させる。Using the crane 4 on one side of the barge 2, the transfer pipe 1 is inserted into the water, and the basket 5 at the lower end of the transfer pipe 1 is brought into contact with the bottom of the water.
【0027】前記台船2上には、ジェット装置6が設置
され、そのノズルが前記移送パイプ1の終端付近に挿入
してあるので、移送パイプ1内の土砂と水との混合物に
加速度が付与され、該混合物は横設パイプ7中を移動す
る。前記混合物は水簸装置8に入り、ここで流速を1/
2〜1/3に低下し(例えば1m/sec)、細砂と粗
粒(例えば2〜5mm以上の粒子)とに分離し、細砂は案
内パイプ9を経て、移送船10に収受される。一方分離
された排水と粗粒とは、廃棄パイプ3により、作業域外
に運ばれ、注入パイプ11を経て海底12に廃棄され
る。図中13は廃棄パイプ3を支える浮子である。前記
実施例において、モータを始動し、ジェット装置6(例
えば加圧ポンプ)を稼動すると、そのノズルから、加圧
水等が移送パイプ1内へ吹き込まれるので、土砂と水と
の混合物には、矢示14、15、16のような吸入、上
昇、横流の各流動を生じる(図4)。そこで移送パイプ
1の下端から、水と土砂とを吸入するので、水と土砂と
の混合物は、台船2上に持ち上げられ、水簸装置8で水
簸され、砂金等を含む細砂は移送船10に積み込まれ、
廃棄土砂は、廃棄パイプ3内を矢示17、18のよう
に、流動し、注入パイプ11を経て、矢示19のように
海底12に戻される。A jet device 6 is installed on the barge 2 and its nozzle is inserted near the end of the transfer pipe 1. Therefore, acceleration is applied to the mixture of earth, sand and water in the transfer pipe 1. Then, the mixture moves in the horizontal pipe 7. The mixture enters the elutriator 8 where the flow rate is reduced to 1 /
It is reduced to 2/3 (for example, 1 m / sec), separated into fine sand and coarse particles (for example, particles having a size of 2 to 5 mm or more), and the fine sand is received by the transfer ship 10 via the guide pipe 9. . On the other hand, the separated wastewater and coarse particles are carried out of the work area by the waste pipe 3 and are discarded on the seabed 12 via the injection pipe 11. In the drawing, reference numeral 13 denotes a float supporting the waste pipe 3. In the above embodiment, when the motor is started and the jet device 6 (for example, a pressurizing pump) is operated, pressurized water or the like is blown into the transfer pipe 1 from a nozzle thereof. This produces suction, ascending, and cross-flows such as 14, 15, and 16 (FIG. 4). Then, since water and earth and sand are sucked from the lower end of the transfer pipe 1, the mixture of water and earth and sand is lifted onto the barge 2, elutriated by the elutriation device 8, and fine sand including gold dust is transferred. Loaded on ship 10,
The waste soil flows in the waste pipe 3 as indicated by arrows 17 and 18 and returns to the seabed 12 as indicated by arrow 19 through the injection pipe 11.
【0028】図5の実施例は、水簸装置の一例として、
振動篩を用いたものである。即ち移送パイプ1を、台船
2上の振動篩21上に臨ませる。振動篩21は、上下所
定間隔に網板22a、22b、22cを篩枠23に斜設
し(例えば10〜20度に傾斜させる)、前記網板22
cの下方に漏斗状細砂受け24を設置し、細砂受け24
の下端部に、案内パイプ9の基端を連結する。前記網板
22a、22b、22cの下位端は水槽25上に臨ませ
てあり、水槽25には、廃棄パイプ3の基端3aが挿入
されている。図中26は振動器、27はジェット装置で
ある。The embodiment shown in FIG. 5 is an example of an elutriation apparatus.
A vibrating sieve was used. That is, the transfer pipe 1 faces the vibrating sieve 21 on the barge 2. The vibrating sieve 21 is configured such that net plates 22a, 22b, and 22c are obliquely provided on the sieve frame 23 at predetermined intervals in the vertical direction (for example, inclined at 10 to 20 degrees).
c, a funnel-shaped fine sand receiver 24 is set under the fine sand receiver 24.
The base end of the guide pipe 9 is connected to the lower end of the. The lower ends of the mesh plates 22a, 22b, 22c face the water tank 25, into which the base end 3a of the waste pipe 3 is inserted. In the figure, 26 is a vibrator, and 27 is a jet device.
【0029】前記実施例において、移送パイプ1から矢
示28のように土砂と水との混合物を振動篩21上へ放
出すると、大粒の石29(例えば10mm以上)は網板2
2aに沿って矢示30のように転動して矢示31のよう
に水槽25内へ入る。また網板22aを通過した中粒の
石32(例えば5mm以上)は、網板22b上を矢示33
のように転動し、矢示32のように水槽25内へはい
る。また網板22bを通過した小粒の石35(例えば2
mm以上)は、網板22c上を矢示36のように移動し、
矢示37のように水槽25内へ入る。水槽25内には、
大、中、小の石29、32、35のみならず大量の水が
放出されているので、ジェット装置27を駆動すると、
ノズルから、廃棄パイプ3内へ矢示38のように加圧水
が吹き出され、廃棄パイプ3内の水に加速力を付与する
ので、水槽25内の土砂は矢示39のように吸引され、
矢示40のように廃棄パイプ3内を高速流動(例えば3
m/sec)する。この流動速度はジェット装置27に
よる付与エネルギーの調節により制御できる。前記網板
22cを矢示41のように通過した細砂42(例えば2
mm以下)は、矢示43のように案内パイプ9に沿って移
送され移送船10に収容され、又は包装などの次工程に
運ばれる。In the above embodiment, when a mixture of earth and sand and water is discharged from the transfer pipe 1 onto the vibrating sieve 21 as shown by the arrow 28, the large stones 29 (for example, 10 mm or more) become
It rolls along 2a as indicated by arrow 30 and enters the water tank 25 as indicated by arrow 31. The medium-sized stone 32 (for example, 5 mm or more) that has passed through the mesh plate 22a is indicated by an arrow 33 on the mesh plate 22b.
And enters the water tank 25 as indicated by the arrow 32. The small stone 35 (for example, 2
mm or more) moves on the mesh plate 22c as shown by the arrow 36,
It enters the water tank 25 as indicated by an arrow 37. In the water tank 25,
Since a large amount of water is released as well as large, medium and small stones 29, 32, and 35, when the jet device 27 is driven,
Pressurized water is blown out from the nozzle into the waste pipe 3 as shown by an arrow 38 as shown in arrow 38, and the accelerating force is given to the water in the waste pipe 3, so that the sediment in the water tank 25 is sucked as shown by arrow 39,
As indicated by an arrow 40, high-speed flow (for example, 3
m / sec). This flow rate can be controlled by adjusting the applied energy by the jet device 27. Fine sand 42 (for example, 2) passing through the mesh plate 22c as indicated by an arrow 41.
mm or less) is transported along the guide pipe 9 as shown by the arrow 43 and stored in the transport boat 10 or carried to the next step such as packaging.
【0030】図6の実施例は、移送パイプ1に、水簸装
置44を連設したもので、連結水簸の一例を示すもので
ある。In the embodiment shown in FIG. 6, an elutriation device 44 is connected to the transfer pipe 1, and shows an example of a connected elutriation.
【0031】即ち移送パイプ1の先端に水簸匣45(移
送パイプ1の断面積の数倍以上の断面積にする)の一側
を連結し、水簸匣45の他側に廃棄パイプ3を連結す
る。前記水簸匣45内には、移送パイプ側から、大中小
の石を分離する為の網板46a、46b、46cが設置
され、網板46cの分離側に細砂受け47を連設して水
簸装置44が構成してある。図中48はシャッター板で
ある。That is, one end of the elutriation box 45 (having a cross-sectional area several times or more the cross-sectional area of the transfer pipe 1) is connected to the tip of the transfer pipe 1, and the waste pipe 3 is connected to the other side of the elutriation box 45. Link. Inside the elutriation box 45, mesh plates 46a, 46b, 46c for separating large, medium and small stones are installed from the transfer pipe side, and a fine sand receiver 47 is continuously provided on the separation side of the mesh plate 46c. An elutriator 44 is configured. In the figure, reference numeral 48 denotes a shutter plate.
【0032】前記実施例において、移送パイプ1から、
土砂と水の混合物が矢示49のように送られると、先ず
網板46aにより大粒の石51が除去される。ついで網
板46aを矢示50のように通過した混合物からは、網
板46bによって中粒の石52が除去される。このよう
にして、網板46bを矢示53のように通過した混合物
は、網板46cにより、小粒の石54と、細砂55とに
分離され、細砂55は、矢示56のように案内パイプ9
を経て次工程に送られる。この場合に、シャッター板4
8を適宜開閉し、適量宛案内パイプに送られる。前記シ
ャッター板48は、必要に応じて使用するもので、細砂
分離の能力と移送の能力が一致する場合には必要としな
い場合もある。In the above embodiment, from the transfer pipe 1,
When the mixture of the earth and sand and the water is sent as shown by the arrow 49, first, the large stones 51 are removed by the mesh plate 46a. Next, the medium-sized stone 52 is removed from the mixture that has passed through the mesh plate 46a as indicated by the arrow 50 by the mesh plate 46b. In this way, the mixture that has passed through the mesh plate 46b as indicated by the arrow 53 is separated into small stones 54 and fine sand 55 by the mesh plate 46c. Guide pipe 9
Is sent to the next step. In this case, the shutter plate 4
8 is opened and closed as appropriate, and is sent to an appropriate amount of guide pipe. The shutter plate 48 is used as needed, and may not be needed when the fine sand separation ability and the transfer ability match.
【0033】前記における処理作業中、薬品を使用しな
いことは勿論、水と土砂と、空気を使用するのみである
から、廃棄土砂を海底に戻しても公害を生じるおそれは
なく、魚類に対しても有効であっても有害となることは
ない。何故ならば、河口付近に停滞している富栄養水
(微細植物、プランクトン等を含む)を沖へ拡散させる
ので、水草、海草などの繁殖を促し、これにより魚類生
息地の改善を図ることができる。During the above-mentioned treatment, not only chemicals are not used, but also water, earth and sand, and air are used only. It is not harmful if it is effective. Because eutrophic water (including microflora, plankton, etc.) stagnant near the estuary is diffused offshore, it promotes the propagation of aquatic plants, seagrass, etc., thereby improving fish habitat. it can.
【0034】[0034]
【発明の効果】この発明によれば、河口付近に堆積され
た自然水簸されて富鉱化した砂金、錫、チタン、貴石、
半貴石、ダイヤモンドなどの有用物を含む層から、少な
いエネルギーで有用物を効率よく分離処理し得る効果が
ある。前記発明によれば、従来不可能とされていた深水
鉱床も自由に掘削することができるので、結果的に人類
の財産を飛躍的に増大することになる。According to the present invention, naturally elutriated gold dust, tin, titanium, precious stones deposited near an estuary,
There is an effect that useful materials can be efficiently separated from a layer containing useful materials such as semi-precious stones and diamond with little energy. According to the invention, the deepwater ore deposit which has been impossible in the past can be freely excavated, and as a result, the property of mankind is greatly increased.
【図面の簡単な説明】[Brief description of the drawings]
【図1】この発明の方法の実施例のブロック図。FIG. 1 is a block diagram of an embodiment of the method of the present invention.
【図2】同じく河口付近の有用物を含む堆積土砂の分布
を示す断面図。FIG. 2 is a cross-sectional view showing the distribution of sediment containing useful materials near the estuary.
【図3】同じく平面図。FIG. 3 is a plan view of the same.
【図4】同じく台船を含む実施装置の拡大説明図。FIG. 4 is an enlarged explanatory view of an embodiment device including a barge.
【図5】同じく水簸装置として振動篩の実施例の一部断
面した概念図。FIG. 5 is a conceptual cross-sectional view of an embodiment of a vibrating sieve as an elutriator.
【図6】同じく移送パイプ端の比重水簸の実施例を示す
概念図。FIG. 6 is a conceptual diagram showing an example of specific gravity elutriation at the end of the transfer pipe.
1 移送パイプ 2 台船 3 廃棄パイプ 4 クレーン 5 篭 6 ジェット装置 7 横設パイプ 8 水簸装置 9案内パイプ 10 移送船 11 注入パイプ 12 海底 13 浮子 21 振動篩 22a、22b、22c 網板 23 篩枠 24 細砂受け 25 水槽 26 振動器 27 ジェット装置 44 水簸装置 45 水簸匣 46a、46b、46c 網板 47 細砂受け 48 シャッター板 51、52、54 石 REFERENCE SIGNS LIST 1 transfer pipe 2 barge 3 waste pipe 4 crane 5 basket 6 jet device 7 horizontal pipe 8 elutriation device 9 guide pipe 10 transfer ship 11 injection pipe 12 seabed 13 float 21 vibrating sieve 22a, 22b, 22c mesh plate 23 sieve frame 24 Fine sand receiver 25 Water tank 26 Vibrator 27 Jet device 44 Elutriation device 45 Elutriation box 46a, 46b, 46c Mesh plate 47 Fine sand receiver 48 Shutter plate 51, 52, 54 Stone
Claims (8)
を水と共に移送パイプにより水上に持ち上げ、前記土砂
と水との混合物に分別手段を施して目的物と土砂と水と
を分別すると共に、前記土砂と水とを作業域外へ廃棄す
ることを特徴とした河口付近における堆積層の処理方
法。1. A method of separating sediment and water from a target object, sediment and water by separating sediment and the like at a desired position in the vicinity of an estuary with water by lifting the sediment and the like with water by a transfer pipe, and performing separation means on the mixture of the soil and water. A method for treating sedimentary layers near an estuary, wherein the sediment and water are discarded outside a work area.
ロンとしたことを特徴とする請求項1記載の河口付近に
おける堆積層の処理方法。2. The method for treating a sedimentary layer near an estuary according to claim 1, wherein the separation means is a specific gravity selection, a vibrating sieve or a cyclone.
はチタンを含む土砂、貴石、半貴石又はダイヤモンドを
含む土砂としたことを特徴とする請求項1記載の河口付
近における堆積層の処理方法。3. The sedimentary layer near the estuary according to claim 1, wherein the sedimentary layer is sediment containing gold dust, earth and sand containing tin or titanium, earth and stone containing precious stone, semi-precious stone or diamond. Processing method.
流体のジェットエネルギーを利用することを特徴とした
請求項1記載の河口付近における堆積層の処理方法。4. Lifting of earth and sand by a transfer pipe,
2. The method according to claim 1, wherein the jet energy of the fluid is used.
を設置し、台船の中央部に、土砂と水との混合物から目
的物を分離する選別手段と、目的物分別後の土砂と水の
移送廃棄手段を設置したことを特徴とする河口付近にお
ける堆積層の処理装置。5. A means for aspirating and excavating earth and sand or the like on one side of the barge, and a separating means for separating an object from a mixture of earth and sand and water at the center of the barge; An apparatus for treating sedimentary layers in the vicinity of an estuary, provided with means for transferring and discarding sediment and water.
ット流体を吹き出して、土砂と水との混合物に加速力を
付与し、これにより、移送パイプ端に吸引力を生成して
堆積土砂を吸引掘削することを特徴とした請求項5記載
の河口付近における堆積層の処理装置。6. The suction and excavation means blows out a jet fluid into the transfer pipe to apply an accelerating force to the mixture of soil and water, thereby generating a suction force at the end of the transfer pipe to remove the sediment. The apparatus for treating a sedimentary layer in the vicinity of an estuary according to claim 5, wherein the excavation is performed by suction.
ロンとしたことを特徴とする請求項5記載の河口付近に
おける堆積層の処理装置。7. The apparatus for treating a sedimentary layer near an estuary according to claim 5, wherein the sorting means is a specific gravity selection, a vibrating sieve or a cyclone.
の混合物を、廃棄パイプにより作業域外へ移送し、海中
へ放出したことを特徴とする請求項5記載の河口付近に
おける堆積層の処理装置。8. The sedimentary layer in the vicinity of an estuary according to claim 5, wherein the transfer and disposal means transports the mixture of sediment and water of the separation residue to the outside of the work area by a waste pipe and discharges the mixture into the sea. Processing equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9297072A JPH11131438A (en) | 1997-10-29 | 1997-10-29 | Processing method and device for sedimentary layer in vicinity of mouth river-mouth |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9297072A JPH11131438A (en) | 1997-10-29 | 1997-10-29 | Processing method and device for sedimentary layer in vicinity of mouth river-mouth |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11131438A true JPH11131438A (en) | 1999-05-18 |
Family
ID=17841854
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9297072A Pending JPH11131438A (en) | 1997-10-29 | 1997-10-29 | Processing method and device for sedimentary layer in vicinity of mouth river-mouth |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000248874A (en) * | 1999-02-25 | 2000-09-12 | Zipangu:Kk | Method and system for gathering seabed resource and device for use in the same |
JP2011235275A (en) * | 2010-05-10 | 2011-11-24 | Sanei:Kk | Apparatus for separating sand-residue |
CN113856893A (en) * | 2021-10-26 | 2021-12-31 | 孙继明 | Integrated process for gold selection, diamond selection and sand washing |
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JPS6312381A (en) * | 1986-07-04 | 1988-01-19 | 日本鋼管株式会社 | Method of separating base rock of clust |
JPH05256082A (en) * | 1991-04-18 | 1993-10-05 | Kaiyo Kogyo Kk | Method of collecting submarine mineral, etc. and device thereof |
JPH0510530U (en) * | 1991-07-23 | 1993-02-12 | 前田建設工業株式会社 | Underwater sediment loading device |
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JP2000248874A (en) * | 1999-02-25 | 2000-09-12 | Zipangu:Kk | Method and system for gathering seabed resource and device for use in the same |
JP2011235275A (en) * | 2010-05-10 | 2011-11-24 | Sanei:Kk | Apparatus for separating sand-residue |
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