JPH03244716A - Dredge system - Google Patents

Dredge system

Info

Publication number
JPH03244716A
JPH03244716A JP3833990A JP3833990A JPH03244716A JP H03244716 A JPH03244716 A JP H03244716A JP 3833990 A JP3833990 A JP 3833990A JP 3833990 A JP3833990 A JP 3833990A JP H03244716 A JPH03244716 A JP H03244716A
Authority
JP
Japan
Prior art keywords
water
sand
classifying
cake
dewatering
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
JP3833990A
Other languages
Japanese (ja)
Inventor
Yoshimasa Kawakita
川北 義正
Toru Kaneko
徹 金子
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP3833990A priority Critical patent/JPH03244716A/en
Publication of JPH03244716A publication Critical patent/JPH03244716A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To miniaturize a dredge system and reduce the time required for disposal and the cost of construction by providing a dredge system with a pump dredging device, a classifying and muddy water disposing device and a sand discharge pipe, and discharging upper clear water using the classifying and muddy water disposing device, and conveying the fixed part of sediment onto the ground using a water dump truck. CONSTITUTION:Sediment is excavated by a pump dredging device 1 and muddy water is absorbed and fed into a classifying device 3-1 and a classifying and dewatering device 3-2 via a sand discharge pipe 2. The sediment is then classified into sand and gravel and only the muddy water is forcibly fed into a sedimentation vessel device 4 and upper clear water is discharged to a lake and water with sludge condensed and settled is forcibly fed into a dewatering cake device 5. After the water with sludge is compressed, the water with sludge is classified into water and a cake of earth and sand and water pressed out of the cake is returned to the sedimentation vessel device 4. The sand and gravel classified by the classifying device 3-1 and the classifying and dewatering device 3-2 and a sand cake taken out by the dewatering cake device 5 are loaded on a water dump truck 6 and conveyed to a landing wharf on the bank of the lake and used as aggregate or soil etc.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、特にダム、湖水、河川で用いられる浚渫、分
級、濁水処理製品の関連システムに関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to systems related to dredging, classification, and turbid water treatment products, particularly for use in dams, lakes, and rivers.

〔従来の技術〕[Conventional technology]

ダムの堆砂を浚渫する装置は、海上に於けるポンプ浚渫
船を、道路で運搬できる様なブロック割りにしたもので
、組立式であるが、基本的な構造及び機能は変らない。
The equipment for dredging sediment from dams is an offshore pump dredger divided into blocks that can be transported by road, and although it is an assembly type, the basic structure and function remain the same.

ポンプ浚渫船の後部より、排砂管(水と土砂の混濁水を
搬送する管)を介し、陸上の沈砂池又は分級、濁水処理
装置を経由して、砂と礫、そして脱水ケーキ(シルトや
粘性土の固形分)と上澄水とに分類処理するもので、上
滑水は湖に放流する(戻す)。
From the rear of the pump dredger, sand, gravel, and dewatered cake (silt and viscous The water is separated into (solid content of soil) and supernatant water, and the supernatant water is discharged (returned) to the lake.

第4図は、湖や河川に於ける浚渫装置の例を示す。即ち
、ポンプ浚渫装置・・・1は、湖や河川に浮び、長距離
(例えば2000mu)の排砂管・・・2を具える。陸
上基地には、分級装置・・・3−1、分級脱水装置・・
・3−2、沈殿槽装置・・・4、及び脱水ケーキ装置5
を配置する。
Figure 4 shows an example of dredging equipment for lakes and rivers. That is, the pump dredging device...1 floats on a lake or river and includes a long-distance (for example, 2000 mu) sand discharge pipe...2. The land base has a classification device...3-1, a classification dehydration device...
・3-2, Sedimentation tank device...4, and dehydrated cake device 5
Place.

海と湖との浚渫の違いは、海や広域の湖面では流れを伴
わないが、湖面の上流域では河川となり流れを伴う条件
下でも浚渫しなければならないところにある。流れのあ
る所は比較的比重の大きい砂礫が堆積し、比重の小さい
シルトや粘性土は浮遊し川下に流れ、湖底へと堆積する
傾向にある。
The difference between dredging in the sea and in lakes is that in oceans and wide-area lakes, there is no flow, but in the upper reaches of lakes, they become rivers and must be dredged even under conditions with flows. Where there is a flow, sand and gravel with relatively high specific gravity are deposited, while silt and clay soil with low specific gravity tend to float and flow downstream, where they are deposited on the lake bed.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

前述の従来技術には次の問題点がある。 The above-mentioned conventional technology has the following problems.

70−トに載せた排砂管は、流水により川下へ流れよう
とするため、シンカーブロック(コンク・ノートブロッ
クを沈める)写を投入し、ワイヤークチエン等で排砂管
とを結び固定させる必要かあ・コ。
Since the sand discharge pipe placed on the 70-toe tends to flow downstream due to running water, it is necessary to insert a sinker block (for sinking conch/note blocks) and tie it to the sand discharge pipe with a wire chain, etc. to secure it. Kaa・ko.

また、山間部に多電の降雨があると、河川が増水し、流
れが速く耽り、流木耽どが排砂管に当り排砂管を破損す
ることがある。父は排砂管に引っ4トり本立を上昇させ
たりてる。
Additionally, when there is heavy rainfall in mountainous areas, rivers can swell and flow quickly, causing driftwood to hit and damage the sand pipes. My father lifts the bookstand by pulling it into the sand pipe.

この為天気予報の子側ノ〕もとVC1排砂管を事前番で
徴収し、復旧する必要があるため、工事前の増η口や工
期の遅延nどのリスクがある。
For this reason, it is necessary to collect and restore the original VC1 sand pipe in advance, so there is a risk of increasing the opening before construction or delaying the construction period.

更に、陸上り分級、1蜀水処理装置のための中地確保や
基礎エラに多大の時間とf弔が必吻にlる。
In addition, a great deal of time and effort will be required for land classification, securing intermediate land for the water treatment equipment, and basic construction.

本発明は、上記間鋼点をN消し、流水域でのポンプ&L
を行うと共に、湖面に発生するアオコの回収も行うこと
のできる多目的9渫システムを提供することを目的とす
るものである。
The present invention eliminates the above-mentioned steel points and pumps and L in flowing water areas.
The purpose of the present invention is to provide a multi-purpose nine-pole system that can collect algae that occurs on the surface of the lake.

〔課題を解決するための手段〕[Means to solve the problem]

(1)流水域でのポンプ浚渫を行うため、排砂管を極力
短かくオろ。
(1) In order to carry out pump dredging in the catchment area, the sand discharge pipe should be kept as short as possible.

(2)浚渫した混濁水を脱水分級し、開本処理する装置
を台船の上に配置する。
(2) A device for dehydrating and treating dredged turbid water will be placed on a barge.

(3)分級した砂礫及び脱水ケーキの司形物を大型水上
ダンプ艇で河岸に運搬する。
(3) Transport the classified gravel and dehydrated cake to the riverbank using a large water dump boat.

(4)河岸には、浮桟橋とホッパーやコンベアーを配置
し、水位の変化に際しても、陸上へ砂礫等の搬送を可能
にする。
(4) A floating pier, hopper, and conveyor will be placed on the riverbank to enable the transportation of gravel, etc. to land even when the water level changes.

5)出水時には、装置全体を広域の湖面に避難できるよ
うにする。
5) In the event of a flood, the entire system can be evacuated to the surface of a wide lake.

+6+  earsンプのサクションマウスをアオコ(
水面より2m位の範囲に宅生する)を有効に吸弓できる
ものにする。
+6+ ears pump's suction mouse to blue-green algae (
(which grows within a range of about 2m from the water surface) can be effectively sucked.

〔作 用〕[For production]

(1)排砂管を例えば2000 m泣より100m程度
に短縮することにより、吐出圧損が大幅に軽減できるの
で、浚渫ポンプを小型化にできる。
(1) By shortening the sand discharge pipe from, for example, 2000 m to about 100 m, the discharge pressure loss can be significantly reduced, so the dredging pump can be downsized.

[2+  出水時の避難と復旧か、長距離の新砂管シス
テムに比べ、極めて短時間でできる。
[2+ Evacuation and recovery in the event of flooding can be done in an extremely short time compared to the new long-distance sand pipe system.

(3;  浚渫装置と濁水処理装置を組合わせ、#渾装
置のサクションマウスを浅水広域用にすることにより、
アオコを吸引回収することかでキる。
(3; By combining a dredging device and a turbid water treatment device, and using the suction mouth of the dredging device for use in shallow water over a wide area,
You can get rid of it by suctioning and collecting the blue-green algae.

(4)湖上で分級した砂礫の肯材を、用上、川下に拘わ
らず、水上ダンプで運搬することがでざる。
(4) Sand and gravel materials that have been sorted on the lake cannot be transported by floating dump truck, whether for use or downstream.

〔実施例〕〔Example〕

第1図は、本発明の実施例の概念を示し、浚渫を行って
いる状態の9+視図である。ポンプ浚渫装置・・・lは
堆積土砂を掘削し、混濁水を吸入し、排砂管・・・2な
経由して、分級装置・・・3−1、分級脱水装置・・・
3−2に送り込み、砂と礫に分級し、濁水のみを沈澱僧
装置・・・4に圧送する。この沈澱槽装置4は薬品(ポ
リ塩化アルミニウム等の無害な薬品)を投入し、浮遊固
形物(濁水の元になるシルトや粘性土の微粒子)を凝縮
沈降させ、上澄水は湖へ放流され、凝縮沈降の汚泥水は
、脱水ケーキ装置・・・5へ圧送さnる。
FIG. 1 shows the concept of an embodiment of the present invention, and is a 9+ perspective view of a dredging state. Pump dredging device...l excavates the accumulated earth, sucks in turbid water, passes through sand discharge pipe...2, classifier...3-1, classification dewatering device...
The water is sent to 3-2, classified into sand and gravel, and only the turbid water is sent under pressure to the sedimentation device...4. This sedimentation tank device 4 inputs chemicals (harmless chemicals such as polyaluminum chloride), condenses and settles suspended solids (silt and clay particles that cause turbid water), and supernatant water is discharged into the lake. The condensed and settled sludge water is sent under pressure to a dewatering cake device 5.

ここでは、汚泥水をフィルタープレス等で圧縮の上、水
分と土砂のケーキとに分類する。しぼり水は濁水である
ため、再度沈#倒装置・・・4へ戻される。
Here, sludge water is compressed using a filter press or the like, and then classified into water and sediment cake. Since the squeezed water is turbid, it is returned to the settling device...4 again.

分級装置・・・3−1や分級脱水装置・・・3−2で分
類された砂や礫、及び脱水ケーキ装置・・・5で取り出
された土砂ケーキは、水上ダンプ・・・6に積込み、河
岸の荷揚げ岸壁まで運搬し、骨材(砂礫)や畑土や埋立
土として利用される。
The sand and gravel that have been sorted by the classification device...3-1 and the classification/dehydration device...3-2, as well as the earth and sand cake taken out by the dewatering cake device...5, are loaded into the floating dump truck...6. It is then transported to the unloading quay on the riverbank and used as aggregate (sand and gravel), field soil, and reclaimed soil.

第2図は第1図に示した装置による浚渫施工例を示す。Figure 2 shows an example of dredging work using the equipment shown in Figure 1.

技術内容については、第1図と同じであるので略す。た
お、8は浮桟橋、9はコンベアー10はダンプカーであ
る。
The technical details are the same as in Figure 1, so they are omitted. 8 is a floating pier, 9 is a conveyor, and 10 is a dump truck.

第3図は第1図に示した装置によるアオコ採取施工例を
示す。ポンプ浚渫装置・・・1にアオコを有効に吸引で
きる様、水面付近に%殊なサクションマウス・・・7を
取付ける。分級装置・・・3−1及び分級脱水装置・・
・3−2を船団に組込まず、脱水ケーキ装置・・・5を
直接接続し、アオコを圧縮固形化の上、回収する。
FIG. 3 shows an example of blue-green algae collection using the apparatus shown in FIG. 1. A special suction mouth 7 is attached near the water surface to the pump dredging device 1 to effectively suction algae. Classification device...3-1 and classification dehydration device...
・Do not incorporate 3-2 into the fleet, connect directly to the dehydration cake device...5, compress and solidify the blue-green algae, and then collect it.

〔発明の効果〕〔Effect of the invention〕

本発明による浚渫システムは、水面を移動可能なポンプ
浚渫装置と、台船上に設置した分級・濁水処理装置と、
前記ポンプ浚渫装置より水と土砂の混濁水を分級・濁水
処理装置に給送する排砂管とを具え、前記分級・濁水処
理装置で上滑水を放水し、砂、礫、脱水ケーキ卑の固定
分を水上ダンプにより陸上に搬送するように構成したこ
とにより、次の効果を有する。
The dredging system according to the present invention includes a pump dredging device that can move on the water surface, a classification/turbid water treatment device installed on a barge,
A sand discharge pipe is provided to feed the turbid water of water and sediment from the pump dredging device to the classification/turbid water treatment device, and the top water is discharged from the classification/turbid water treatment device to remove sand, gravel, and dehydrated cake base. By configuring the fixed portion to be transported to land using a floating dump truck, the following effects are achieved.

(1)排砂管を短縮することが可能にたり、吐出圧損を
大@に軽1懺できるので、浚渫ポンプを小型化にできる
(1) The dredging pump can be made smaller because the sand discharge pipe can be shortened and the discharge pressure drop can be reduced to a large value.

(21排砂管の短縮により出水時の避難と復旧が、長距
離の排砂管システムに比へ、極めて短時間でできろ。
(21 By shortening the sand removal pipe, evacuation and recovery in the event of a flood can be done in an extremely short time compared to a long-distance sand removal pipe system.

(3)  河岸に分級や濁水処理装置の敷地が不要とな
ると共に、基礎工事を省略できる。
(3) There is no need for a site for classification or turbid water treatment equipment on the riverbank, and foundation work can be omitted.

(4)  上記(1)〜(3)項により、陸上に分級J
P濁水処理装置を建設し、長距離の排砂管を導設する従
来の工法に比べ、建設費が低減できる。
(4) According to items (1) to (3) above, it is classified as J on land.
Compared to the conventional method of constructing a P turbid water treatment facility and installing long-distance sand removal pipes, construction costs can be reduced.

(5)  夏季のアオコが発生し、出水の危れのある時
期は流れのたい湖面でのアオコ採取を行にい、出水の危
れのない時期に流れのある場所での浚渫を行うことがで
きるので、多目的利用のため、通年の稼働率を上げるこ
とにより、異った装置を投入することなく、総合的に大
幅なコストダウンを図ることができる。
(5) When blue-green algae occurs in the summer and there is a risk of flooding, it is possible to collect blue-green algae on the surface of a lake with a slow flow, and to dredge in a place with a current when there is no risk of flooding. Since it can be used for multiple purposes, by increasing the operating rate throughout the year, it is possible to significantly reduce costs overall without introducing different equipment.

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

第1図は本発明の実飛例の概要を示す斜視図、第2図は
第1図の装置による浚渫施工例を示す概略側面図、第3
図は第1図の装置によるアオコ採取例を示す概略側面図
、第4図は従来の浚渫ポンプ装置の概要を示す斜視図で
ある。 l・・・ポンプei装置 2・・・排砂管31・・・分
級装置   3−2・・・分級脱水装置4・・・沈#槽
装置   5・・・脱水ケーキ装置6・・・水上ダンプ
Fig. 1 is a perspective view showing an outline of an actual flight example of the present invention, Fig. 2 is a schematic side view showing an example of dredging construction using the apparatus shown in Fig. 1, and Fig.
The figure is a schematic side view showing an example of collecting algae using the device shown in FIG. 1, and FIG. 4 is a perspective view showing an outline of a conventional dredging pump device. 1... Pump ei device 2... Sand discharge pipe 31... Classifying device 3-2... Classifying and dehydrating device 4... Sinking tank device 5... Dewatering cake device 6... Floating dump

Claims (1)

【特許請求の範囲】[Claims] 水面を移動可能なポンプ浚渫装置と、台船上に設置した
分級・濁水処理装置と、前記ポンプ浚渫装置より水と土
砂の混濁水を分級・濁水処理装置に給送する排砂管とを
具え、前記分級・濁水処理装置で上澄水を放水し、砂、
礫、脱水ケーキ等の固定分を水上ダンプにより陸上に搬
送するように構成したことを特徴とする浚渫システム。
A pump dredging device that can move on the water surface, a classification and turbid water treatment device installed on a barge, and a sand discharge pipe that feeds the turbid water of water and sand from the pump dredging device to the classification and turbid water treatment device, The supernatant water is discharged from the classification and turbid water treatment equipment, and sand,
A dredging system characterized by being configured to transport fixed portions of gravel, dewatered cake, etc. to land using a floating dump truck.
JP3833990A 1990-02-21 1990-02-21 Dredge system Pending JPH03244716A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3833990A JPH03244716A (en) 1990-02-21 1990-02-21 Dredge system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3833990A JPH03244716A (en) 1990-02-21 1990-02-21 Dredge system

Publications (1)

Publication Number Publication Date
JPH03244716A true JPH03244716A (en) 1991-10-31

Family

ID=12522531

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3833990A Pending JPH03244716A (en) 1990-02-21 1990-02-21 Dredge system

Country Status (1)

Country Link
JP (1) JPH03244716A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6129520A (en) * 1995-12-08 2000-10-10 Hydraplant Equipment Pty Ltd Mobile pumping station
KR100406903B1 (en) * 2001-03-31 2003-11-21 엘지건설 주식회사 Method and device for treatment of contamination sediment
JP2005226301A (en) * 2004-02-12 2005-08-25 Nishimatsu Constr Co Ltd Sand moving equipment for dam
JP2006291648A (en) * 2005-04-14 2006-10-26 Kajima Corp Conveyance method for deposited sediment
CN103410185A (en) * 2013-05-15 2013-11-27 合肥工业大学 Siphoning type reservoir desilting and screening device and use method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6129520A (en) * 1995-12-08 2000-10-10 Hydraplant Equipment Pty Ltd Mobile pumping station
KR100406903B1 (en) * 2001-03-31 2003-11-21 엘지건설 주식회사 Method and device for treatment of contamination sediment
JP2005226301A (en) * 2004-02-12 2005-08-25 Nishimatsu Constr Co Ltd Sand moving equipment for dam
JP4500064B2 (en) * 2004-02-12 2010-07-14 西松建設株式会社 Dam drainage equipment
JP2006291648A (en) * 2005-04-14 2006-10-26 Kajima Corp Conveyance method for deposited sediment
CN103410185A (en) * 2013-05-15 2013-11-27 合肥工业大学 Siphoning type reservoir desilting and screening device and use method thereof

Similar Documents

Publication Publication Date Title
CN201027320Y (en) Novel multifunctional dredge boat
US7509759B2 (en) System and method of dewatering dredge spoils using sloping drain barge
CN111517608A (en) Method for rapidly dewatering dredging soil engineering pipe bag on site
US5150986A (en) Process and apparatus for depositing silt on the bottom and slopes of the wet open working or dredging
US8522459B2 (en) Submergible densification cell, sediment separator and sediment densification method
JPH03244716A (en) Dredge system
CN102966135B (en) A kind of dredger
KR101030581B1 (en) Dredging soil treating system
JPH10252042A (en) Mechanism and method for discharging sand from dam reservoir
CN206562383U (en) Sludge dewatering consolidation process system
CN209442841U (en) The vehicular mud of municipal dredged sediment processing does not land integral system equipment
CN106884451A (en) Ecological dredging and synchronous sludge dewatering integrated construction technique
JP2002018499A (en) Dewatering treatment barge for muddy water
JP2017002534A (en) System and method for recovering bottom mud
AU1482799A (en) A method for coastal protection and a pressure equalization module for use in this connection
JP2001029995A (en) System for treating sand sediment of dam
RU2789770C1 (en) Device and method for hydromechanized development of deposits of non-metallic building materials occurring in rocks with a high content of clay fraction
JP2870689B2 (en) Apparatus and method for treating sediment, apparatus and method for purifying water
CN215712521U (en) Sludge concentration disposal system for dredging engineering
JPH0673717A (en) Method for disposing sedimentary sand of dam
Abulnaga et al. De-silting lake Nasser with slurry pipelines
JP3296422B2 (en) Dam dredging equipment
DE3303746A1 (en) Method and apparatus for removing sediments in stretches of water by dredging and mechanical dewatering of the dredged material
JPS6145010A (en) Formation of reclamation site
CN208949953U (en) Dredging markets transhipment disembarkation and primary solidification system