JPS6010023A - Discharge of sedimented soil and sand from sedimentation pond - Google Patents
Discharge of sedimented soil and sand from sedimentation pondInfo
- Publication number
- JPS6010023A JPS6010023A JP58115431A JP11543183A JPS6010023A JP S6010023 A JPS6010023 A JP S6010023A JP 58115431 A JP58115431 A JP 58115431A JP 11543183 A JP11543183 A JP 11543183A JP S6010023 A JPS6010023 A JP S6010023A
- Authority
- JP
- Japan
- Prior art keywords
- sediment
- water
- dredged
- sand
- liquid
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/8816—Mobile land installations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、沈殿池等の堆積土砂を容易に浚?!i”、
シて排出することができる沈殿池等の堆積土砂排出方法
に関するものである。[Detailed Description of the Invention] The present invention enables easy dredging of sediments in sedimentation ponds, etc. ! i",
The present invention relates to a method for discharging accumulated sediment using a sedimentation tank or the like, which can be discharged using sediment.
河川水に含まれる汚泥、砂等の土砂を沈殿処理する浄水
場の沈砂池の処理能力は、−年もたたないうぢに大量の
土砂が堆積するため、大幅に低下する。そこで、上記処
理能力を回復させるために、従来は、シヨへルローダー
又はグラブへヶソ1〜等を用いて上記堆積土砂を掘削し
、掘削した堆積土砂をダンプカーで運搬廃棄することが
行われていた。しかし、このような従来方法においては
、シヨへルローダー等により掬い上げた堆積土砂をタン
プカーに移す前に、その一部が流出するため、作業能率
が悪く、又堆積土砂を水とともにダンゾカーにより運)
般するため、運1般途上で道路に汚水をこぼしたり、更
に運搬回数が甚大となり莫大な費用がかかる等の欠点が
あった。The processing capacity of a water treatment plant's settling basin, which settles sediment such as sludge and sand contained in river water, decreases significantly in less than a year due to the accumulation of large amounts of sediment. Therefore, in order to restore the above-mentioned processing capacity, conventionally, the above-mentioned piled earth and sand have been excavated using a shovel loader or a grab hegeso 1~, and the excavated piled earth and sand has been transported and disposed of using a dump truck. Ta. However, in this conventional method, some of the accumulated soil that has been scooped up by a shovel loader, etc., flows out before being transferred to the tanker, resulting in poor work efficiency.
Due to the general nature of transportation, there are drawbacks such as sewage being spilled on the road during transportation, and furthermore, the number of times transportation is required, resulting in huge costs.
また、堆積土砂の排出は、上記の如き沈砂池の場合だげ
に限られず、工業用水槽、汚水処理場の6ツ縮槽、都市
下水道等?、こおいても効果的になされることが要請さ
れる。Furthermore, the discharge of accumulated sediment is not limited to the above-mentioned settling basins, but also industrial water tanks, 6-tube compaction tanks at sewage treatment plants, urban sewers, etc. This is also required to be done effectively.
本発明は、上述の点に鑑の、沈殿池等の水を抜き出すこ
となく、沈殿池等の堆積土砂を容易に浚渫して排出する
ことができる沈殿池等の堆積土砂排出方法を提供するも
のである。In view of the above-mentioned points, the present invention provides a method for discharging accumulated sediment from a sedimentation basin, etc., which can easily dredge and discharge accumulated sediment from a sedimentation basin, etc., without drawing out water from the sedimentation basin. It is.
即ち、本発明の沈殿池等の堆積土砂排出方法は、沈殿池
等の水底を走行し且2該水底の堆積土砂を浚渫する水中
浚渫機を用いて該堆積土砂を浚渫し、浚渫した堆積土砂
を水とともに上記水中浚渫機から沈殿池等外に吸引し、
吸引した堆積土砂及び水を固液分離してその固形分を排
出することを特徴とするものである。That is, the method for discharging sediment from a sedimentation tank or the like of the present invention involves dredging the sediment using an underwater dredger that runs on the bottom of a sedimentation tank or the like and dredging the sediment on the bottom of the water. is sucked together with water from the above-mentioned submersible dredger to the outside of the sedimentation pond, etc.
It is characterized by separating the accumulated sediment and water that has been sucked into solid and liquid, and discharging the solid content.
以下、上記特徴をもってなる本発明の沈殿池等の堆積土
砂IA出方法の一実施態様を、それに用いる装置ととも
に図面を参照しながら説明する。EMBODIMENT OF THE INVENTION Hereinafter, one embodiment of the sediment IA removal method of the present invention, such as a sedimentation basin, having the above-mentioned characteristics will be described with reference to the drawings together with the apparatus used therein.
図面において、■は沈砂池、2は沈砂池1の水底を走行
し且つ該水底の堆積土砂3を浚渫する水中浚渫機、4は
沈砂池1の近傍に停車させて水中浚渫la2からホース
5を介して吸引した堆積土砂及び水を固液分離脱水をし
てその固形分をダンプカー8に排出する一方、その液体
分を沈砂池1に還流させる浚渫堆積土砂処理車、6は水
中浚渫υ)12の走行中、水中浚渫機2に連結されたホ
ース5の撓み量を自動的に所定のものとし、内部に重量
の嵩む浚渫堆積土砂が流通するホース5の重量軽減を図
るポンプ付ボースリールである。In the drawing, ■ is a settling basin, 2 is an underwater dredger that runs on the bottom of the settling basin 1 and dredges the sediment 3 on the bottom of the water, and 4 is a submersible dredger that is parked near the settling basin 1 and connects a hose 5 from the underwater dredging basin la2. 6 is an underwater dredger υ) 12 which performs solid-liquid separation and dehydration of the sediment and water sucked in through the dredging sediment treatment vehicle, which discharges the solid content into the dump truck 8 and returns the liquid content to the settling basin 1; This is a bow reel with a pump that automatically adjusts the amount of deflection of the hose 5 connected to the submersible dredger 2 to a predetermined value during the running of the submersible dredger 2, thereby reducing the weight of the hose 5 through which heavy dredged sediment flows.
本発明の沈殿池等の堆積土砂排出方法に用いる上記装置
について更に詳述すると、上記水中浚1Iljj機2は
、その両側部に軟弱堆積土砂に対してもりJ果的に走行
できるように一対のキャタピラ21゜21を備え且つ該
一対のキャタピラ21.21を駆動する油圧モーターに
よる駆動源(図示せず)を内蔵している。そして、各々
のキャタピラ21゜21の巾方向両端部には、スプレケ
ソトを着装し、脱輪しないようになしである。また、一
対のキャタピラ2L21間には、浚渫堆積土砂取り入れ
部22が設けてあり、又水中浚渫機2の上部には、上端
部が沈砂池1の水面」二に突出する給油管23を設けで
ある。そして、この給油管23の上部には、水中浚渫機
2の傾きを監視するためのバランス測定リング24を設
けてあり、給油管23の下端部は、上記駆シJ源用の給
油タンク25に結合しである。そして又、上記浚渫堆積
土砂取り入れ部22には、一対のキャタピラ21.21
よりも下方に突出させて第2図に矢印で示す如く角度調
節可能に設けた前向きの爪付スクレイバ−26と、該爪
付スクレイバ−26の前端部の斜め前上方に該前端部に
対、し接離する方向に第2図に矢印に示す如く移動可能
に設けたジェットノズル付シャンク−27と、浚渫堆積
土砂取り入れ部22内の浚渫堆積土砂を吸引圧送するポ
ンプ2a、2gとをイ1設しである。また、29ばポン
プ28.28とホース5とを連結するロータリーイ1ス
イングアームジヨイント、30ばジェット用サンドポン
プである。尚、このジェット用サンドポンプ30の(調
整)水には沈砂池1内の水が利用されており、又ジェッ
ト用サンドポンプ30及び上記ポンプ28.28は、作
業状況に応じてその駆動源である油圧モーターの回転数
を調整することにより、浚渫堆積土砂の運搬能力を種々
調整できるようになしである。また、水中浚渫機2は、
一対のキャタピラ21.21により矢印で示す如く前進
し、その前端部が沈砂池1の側壁に触れた時その街も3
を吸収すると同時にその走行方向を自動的に変えるバン
パーを前後に具備し、無線操縦により沈砂池1の水底を
くまなく走行できるようになしである。To explain in more detail the above-mentioned device used in the method for discharging accumulated sediment such as a sedimentation basin according to the present invention, the underwater dredge 1Iljj machine 2 has a pair of braces on both sides thereof so that it can run efficiently against soft accumulated sediment. It is equipped with caterpillars 21.21 and has a built-in drive source (not shown) using a hydraulic motor for driving the pair of caterpillars 21.21. Each of the caterpillars 21.degree. 21 is equipped with spray pads at both ends in the width direction, so as not to come off the track. Further, a dredged sediment intake section 22 is provided between the pair of caterpillars 2L21, and a refueling pipe 23 is provided at the top of the submersible dredger 2, the upper end of which protrudes into the water surface of the settling basin 1. be. A balance measuring ring 24 for monitoring the inclination of the submersible dredger 2 is provided at the top of the oil supply pipe 23, and the lower end of the oil supply pipe 23 is connected to the oil tank 25 for the drive J source. It is a combination. Also, in the dredged sediment intake section 22, a pair of caterpillars 21.21 are provided.
A forward-facing claw scraper 26 is provided to protrude further downward than the front end of the claw scraper 26 and is provided so as to be adjustable in angle as shown by the arrow in FIG. A shank 27 with a jet nozzle that is movable in the direction of approaching and separating as shown by the arrows in FIG. It is set up. Further, numeral 29 is a rotary swing arm joint that connects the pump 28, 28 and the hose 5, and numeral 30 is a jet sand pump. The water in the sand settling basin 1 is used as the (adjustment) water for this jet sand pump 30, and the jet sand pump 30 and the pumps 28 and 28 can be driven by different driving sources depending on the work situation. By adjusting the rotation speed of a certain hydraulic motor, the conveying capacity of dredged sediment can be adjusted in various ways. In addition, the underwater dredging machine 2 is
A pair of caterpillars 21.21 move forward as shown by the arrows, and when their front ends touch the side wall of settling basin 1, the town also
It is equipped with bumpers on the front and back that absorb water and automatically change the running direction, and it can run all over the bottom of the sand settling basin 1 by radio control.
また、上記浚渫堆積土砂処理車4は、その荷台上に、ホ
ース5を介して吸引した浚渫堆積土砂を遠心分離して固
液分離するサイクロン41,41、サイクロン41.4
1で固液分離された固形分を更に固液分離する振動スク
リーン42(第1図参照)、サイクロン4141で固液
分離された液体分を必要に応じ更に固液分離するミニザ
イクロン43(第1図参照)、並びに・す・イクロン4
1゜41、振動スクリーン42又はミニサイクロン43
で固液分離された液体分をホース7を介し°ζ沈砂メ1
ハ1に還流させる圧送ポンプ44を具備させてあり、振
動スクリーン42又はミニサイクロン43で固液分離し
た固形分をダンプカー8に抄出できるようになしである
。The dredged sediment processing vehicle 4 also has cyclones 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 41, 40, cyclones for centrifuging and solid-liquid separation of the dredged sediments sucked through the hose 5 into the dredged sediment sediment processing vehicle 4.
A vibrating screen 42 (see Fig. 1) further separates the solid content separated into solid and liquid by the cyclone 4141, and a mini Zyclone 43 (see Fig. 1) which further separates the liquid part separated into solid and liquid by the cyclone 4141 as necessary. ), and Su Ikron 4
1°41, vibrating screen 42 or mini cyclone 43
The solid-liquid separated liquid is passed through the hose 7 to the sedimentation method 1.
It is equipped with a pressure pump 44 for refluxing to C1, and is not equipped so that the solid content separated from solid and liquid by the vibrating screen 42 or mini cyclone 43 can be extracted to the dump truck 8.
第4図は、上記浚渫堆積土砂処理車と類似する他の浚渫
堆積土砂処理車を示すもので、この場合、ホース5を介
して吸引した浚渫堆積土砂を攪拌槽45で攪拌してから
ポンプ46によりサイクロン4+、、41に圧送するよ
うになしである。そして、サイクロン41,41で固液
分離された液体分はホース7を介して沈砂地に還流させ
るようになしてあり、サイクロン41.41で固液分離
された固形分は振動スクリーン42で脱水するようにな
しである。振動スクリーン42で脱水された固形分はコ
ンベア47を介してダンプカー8に排出され、又振動ス
クリーン42にり滴下した液体分はホース7を介して沈
砂池1に還流される。面、48は攪拌モーター、49は
ポンプ46の駆動モーター、50は振動スクリーン42
の駆動モーターで、振動スクリーン42は水平面に対し
45度方向に6〜7mmの振巾で振動するようになしで
ある。FIG. 4 shows another dredged sediment processing vehicle similar to the above-mentioned dredged sediment processing vehicle. There is no such thing as pressure feeding to cyclones 4+, 41. The liquid separated into solid and liquid by the cyclones 41 and 41 is returned to the sand settling area via the hose 7, and the solid separated into solid and liquid by the cyclones 41 and 41 is dehydrated by the vibrating screen 42. There is no such thing. The solid content dehydrated by the vibrating screen 42 is discharged to the dump truck 8 via the conveyor 47, and the liquid content dripping onto the vibrating screen 42 is returned to the settling basin 1 via the hose 7. 48 is a stirring motor, 49 is a drive motor for the pump 46, 50 is a vibrating screen 42
With the drive motor, the vibrating screen 42 is configured to vibrate in a direction of 45 degrees with respect to the horizontal plane with an amplitude of 6 to 7 mm.
又、攪拌槽45は横置状態で車両に積載できるようにな
してあり、又、ポンプ46も配管を外して積載できるよ
うになしである。Further, the stirring tank 45 is designed so that it can be loaded on a vehicle in a horizontal state, and the pump 46 is also not installed so that it can be loaded by removing the piping.
次に、以上の装置を用いて実施する本発明の沈殿池等の
堆積土砂排出方法の一実施態様につい゛ζ詳述する。Next, one embodiment of the method for discharging accumulated sediment from a sedimentation tank or the like according to the present invention using the above-mentioned apparatus will be described in detail.
先ず、本発明の沈殿池等の堆積土砂排出力法の実施に際
しては、水中浚渫機2を沈砂池1に沈める等、上記装置
を図示の如(配し、且つし1示の如く所定の配管作業を
行っておく。First, when carrying out the force method for discharging accumulated sediment from sedimentation basins, etc. of the present invention, the above-mentioned equipment, such as submerging the submersible dredger 2 in the sedimentation basin 1, is arranged as shown in the figure, and predetermined piping is connected as shown in 1. Do the work.
次いで、水中浚渫機2を沈砂池1の水底に走行させ、こ
れと同時にジェットノズル付シャッター27を駆動し、
且つポンプ28.28を駆動する。Next, the underwater dredger 2 is driven to the bottom of the sand settling basin 1, and at the same time, the jet nozzle-equipped shutter 27 is driven,
and drives pump 28.28.
水中浚渫機2のこのような走行により、沈砂池1の水底
の圧密堆積土砂3 (固形分濃度例えば75LH1%)
は、爪付スクレイバ−26で効果的に浚渫され浚渫堆積
土砂取り入れ部22内に収容される。この時、爪付スク
レイパ−26の浚渫角度は自動的にlla t&可能で
あるが、予めある角度に調整しておき、爪付スクレイパ
−26による堆積土砂3の浚渫量が例えば0.3立方メ
ートル/分となるようにする。浚渫堆積土砂取り入れ部
22内に収容された浚渫堆積土砂3ば、ジェットノズル
付シャンク−27のジェットにより水とともに攪拌粉砕
され例えば固形分濃度30重間%のものとなる。Due to this operation of the underwater dredging machine 2, the consolidated sediment 3 (solid content concentration, e.g. 75LH1%) at the bottom of the settling basin 1 is
is effectively dredged by the claw-equipped scraper 26 and stored in the dredged sediment intake section 22. At this time, the dredging angle of the scraper 26 with claws can be automatically adjusted, but it is necessary to adjust it to a certain angle in advance so that the amount of dredging of the accumulated soil 3 by the scraper 26 with claws is, for example, 0.3 cubic meters/ minutes. The dredged sediment 3 accommodated in the dredged sediment intake section 22 is stirred and pulverized together with water by the jet of the jet nozzle-equipped shank 27 to have a solid content of, for example, 30% by weight.
1jll拌粉砕された浚渫堆積土砂取り入れ部22内の
浚渫堆積土砂3ば、ポンプ28.28によりホース5を
介して浚渫堆積土砂処理車4に送られる。The dredged sediment 3 in the dredged sediment intake section 22 that has been stirred and crushed is sent to the dredged sediment processing vehicle 4 via the hose 5 by the pumps 28 and 28.
尚、水中浚渫機2の走行を自動的に行うのは前述の通り
であり、水中浚渫機2には必要に応じて給油管23から
給油をおこなう。Note that the underwater dredging machine 2 is automatically run as described above, and the underwater dredging machine 2 is refueled from the oil supply pipe 23 as necessary.
浚渫堆積土砂処理車4では、ホース5を介して水ととも
に送られた浚渫堆積土砂3を固液分離し、固液分81t
シた固形分をダンプカー8に排出する一方、固液分離し
た液体分をホース7を介して沈砂池lに還流さ−Uる。In the dredged sediment processing vehicle 4, the dredged sediment 3 sent together with water via the hose 5 is separated into solid and liquid, and the solid-liquid content is 81 tons.
The solid content is discharged to the dump truck 8, while the solid-liquid separated liquid content is returned to the settling basin 1 via the hose 7.
この場合、サイクロン41゜41による固液分離は、例
えば固形分濃度が70重量%となるまで行い、振動スク
リーン42又はミニサイクロン43による固液分離は、
例えば固形分濃度が75重量%となるまで行う。又、こ
の時、サイクロン41.41から沈砂池1に還流される
液体骨中には75μ以下の粒子しか混入し“Cいない状
態とすることができ、又ミニサイクしlン43から沈砂
池1に還流される液体骨中には30μ以下の粒子しか混
入していない状態とすることができる。In this case, the solid-liquid separation by the cyclone 41° 41 is performed until the solid content concentration reaches 70% by weight, and the solid-liquid separation by the vibrating screen 42 or the mini cyclone 43 is
For example, the treatment is carried out until the solid content concentration reaches 75% by weight. In addition, at this time, only particles of 75μ or less are mixed in the liquid bone that is returned to the grit settling basin 1 from the cyclone 41. It is possible to create a state in which only particles of 30 μm or less are mixed in the liquid bone that is returned.
尚、以上、沈砂池1の堆積土砂を浚渫してU1出する実
施例態様について説明したが、本発明の沈殿池等の堆積
土砂排出方法は、工業用水4v′1、lη氷処理場の濃
縮槽、都市下水道等の他の沈殿池等に適用可能であり、
又本発明の沈殿池等の堆積土砂排出方法に用いる装置は
図示の如きものに限定されるものでないことはいうまで
もない。In addition, although the embodiment mode of dredging the accumulated sediment in the sedimentation tank 1 and releasing it to U1 has been described above, the method for discharging the accumulated sediment in the sedimentation basin etc. of the present invention is as follows: It can be applied to other sedimentation ponds such as tanks, urban sewerage, etc.
It goes without saying that the apparatus used in the sediment discharge method, such as the sedimentation basin of the present invention, is not limited to that shown in the drawings.
叙上の如く、本発明の沈殿池等の堆積土砂排出方法によ
れば、沈殿池等の水を抜くことなく、沈殿池等の堆積土
砂を容易に浚渫して排出することができるという多大な
効果が奏せられる。As described above, according to the method for discharging accumulated sediment in a sedimentation basin, etc. of the present invention, the accumulated sediment in a sedimentation basin, etc. can be easily dredged and discharged without draining the water from the sedimentation basin, etc., which is a great advantage. The effect is produced.
第1図は本発明方法の一実施態様を説明するためのフl
コーシード、第2図及び第3図はそれぞれ本発明方法に
用いる装置の側面図及び平面図、第4図は本発明方法に
用いる浚渫堆積土砂処理車の別の例を示す側面図である
。
1・・・沈殿池(沈砂地)
2・・・水中浚渫機
3・・・堆積土砂
特許出願人
株式会社ブイニスディー
株式会社シルクツク研究所FIG. 1 is a diagram for explaining one embodiment of the method of the present invention.
2 and 3 are a side view and a plan view, respectively, of an apparatus used in the method of the present invention, and FIG. 4 is a side view showing another example of a dredging and sediment treatment vehicle used in the method of the present invention. 1... Sedimentation basin (sand settling area) 2... Submersible dredging machine 3... Sediment sediment patent applicant Silktsuk Research Institute, BUINIS D Co., Ltd.
Claims (1)
浚渫する水中浚渫機を用いて該堆積土砂を浚渫し、浚渫
した堆積土砂を水とともに上記水中浚渫機から沈殿池等
外に吸引し、吸引した堆積土砂及び水を固液分離してそ
の固形分を排出することうを備え且つ該一対のキャタピ
ラを油圧モーターにて駆動する駆動源を内蔵していると
共に、該−幻のキャタピラ間に、浚渫堆積土砂取り入れ
部を、父上部に、上0111部が水面上に突出し下端部
が上記駆りJ源用の給油タンクに結合する給油管をそれ
ぞれ有しており、且つ、上記浚渫堆積土砂取り入れB1
;には、上記一対のキャタピラよりも下方に突出する前
向きの角度調節可能な爪(=Jスクレイパーと、該爪付
スフレイパーの前端部の斜め前上方に該前、l、ii、
i部に対し接離する方向に移動可能に設りたシTソトノ
′ズルイ]シャ・ノ、ターと、上記浚渫堆積土砂取り入
れ部内の浚渫堆積土砂を吸引圧送するポンプとを付設し
である、特許請求の範囲第(1)項記載の沈殿池等の堆
積土砂排出方法。(1) Dredge the accumulated sediment using an underwater dredger that travels on the water bottom of a sedimentation basin, etc. and dredges the accumulated sediment on the bottom of the water, and transport the dredged sediment together with water from the underwater dredger to the outside of the sedimentation basin, etc. It is equipped with a device for sucking, separating the sucked accumulated sediment and water into solid and liquid, and discharging the solid content, and has a built-in drive source for driving the pair of caterpillars with a hydraulic motor. Between the caterpillars, a dredged sediment intake part is provided on the main part, an oil supply pipe whose upper part protrudes above the water surface and whose lower end is connected to the oil supply tank for the driving J source, and the dredging Sediment intake B1
; includes a forward-facing, angle-adjustable claw (=J scraper) that protrudes below the pair of caterpillars, and a front, l, ii,
It is equipped with a pump that is movable in the direction toward and away from the i part, and a pump that sucks and pressure-feeds the dredged sediment in the dredged sediment intake section, A method for discharging accumulated sediment from a sedimentation tank or the like as set forth in claim (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58115431A JPS6010023A (en) | 1983-06-27 | 1983-06-27 | Discharge of sedimented soil and sand from sedimentation pond |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58115431A JPS6010023A (en) | 1983-06-27 | 1983-06-27 | Discharge of sedimented soil and sand from sedimentation pond |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6010023A true JPS6010023A (en) | 1985-01-19 |
Family
ID=14662394
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58115431A Pending JPS6010023A (en) | 1983-06-27 | 1983-06-27 | Discharge of sedimented soil and sand from sedimentation pond |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6010023A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS549437A (en) * | 1977-06-23 | 1979-01-24 | Mitsubishi Heavy Ind Ltd | Suction device for dredging sludge |
JPS5477430U (en) * | 1977-11-10 | 1979-06-01 | ||
JPS54160035A (en) * | 1978-06-07 | 1979-12-18 | Hitachi Shipbuilding Eng Co | Sludge dredging method |
JPS5824037A (en) * | 1981-08-06 | 1983-02-12 | Kamino Kaiji Kogyo Kk | Dredging treatment |
JPS5833651A (en) * | 1981-08-18 | 1983-02-26 | Sumitomo Kaiyo Kaihatsu Kk | Underwater running dredger having detection mechanism for sludge level |
-
1983
- 1983-06-27 JP JP58115431A patent/JPS6010023A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS549437A (en) * | 1977-06-23 | 1979-01-24 | Mitsubishi Heavy Ind Ltd | Suction device for dredging sludge |
JPS5477430U (en) * | 1977-11-10 | 1979-06-01 | ||
JPS54160035A (en) * | 1978-06-07 | 1979-12-18 | Hitachi Shipbuilding Eng Co | Sludge dredging method |
JPS5824037A (en) * | 1981-08-06 | 1983-02-12 | Kamino Kaiji Kogyo Kk | Dredging treatment |
JPS5833651A (en) * | 1981-08-18 | 1983-02-26 | Sumitomo Kaiyo Kaihatsu Kk | Underwater running dredger having detection mechanism for sludge level |
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