JPS58131240A - Operation of running type grit collector - Google Patents

Operation of running type grit collector

Info

Publication number
JPS58131240A
JPS58131240A JP1210582A JP1210582A JPS58131240A JP S58131240 A JPS58131240 A JP S58131240A JP 1210582 A JP1210582 A JP 1210582A JP 1210582 A JP1210582 A JP 1210582A JP S58131240 A JPS58131240 A JP S58131240A
Authority
JP
Japan
Prior art keywords
grit
sand
settled
collector
basin
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
JP1210582A
Other languages
Japanese (ja)
Inventor
Masanori Fushio
伏尾 正則
Tetsuo Yamagata
山県 徹生
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.)
Hitachi Kiden Kogyo Ltd
Original Assignee
Hitachi Kiden Kogyo 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 Hitachi Kiden Kogyo Ltd filed Critical Hitachi Kiden Kogyo Ltd
Priority to JP1210582A priority Critical patent/JPS58131240A/en
Publication of JPS58131240A publication Critical patent/JPS58131240A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F9/00Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/20Drives; Control devices
    • E02F9/2025Particular purposes of control systems not otherwise provided for

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Road Repair (AREA)

Abstract

PURPOSE:To effectively operate a grit collector by a method in which a supersonic distance measurer is hung down from part of the grit collector running on a grit basin, the settling condition of grit is measured and calculated, and the grit is lifted up preferentially from higher place of settled grit. CONSTITUTION:A girder 2 is provided to a grit basin 1 in a freely running manner, a transversally running truck 3 is provided on the grider 2, and a grit collector and lifter 4 is provided to the truck 3. A rod 5 is hung down from part of the grider 2 in a turnable manner, and a supersonic distance measurer 6 is provided to the lower part of the rod 5 in such a way as to permit the fitting angle to freely alter. In grasping the settled condition of grit, supersonic waves are generated while turning the measurer 6 by varying its angle, reflected waves from the surfaces of settled grit are collected, and the depth of the settled grit is calculated by a computer on the basis of the reflected waves. When more than a given amount of settled grit is reached, higher place of the settled grit is preferentially collected and lifted up by the grit collector and lifter 4.

Description

【発明の詳細な説明】 本発明は沈砂池の堆積状況を常に監視把握して沈砂の掻
揚げを効率的に行なわんとする走行式沈砂掻揚機の運転
方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of operating a traveling type sand-settling machine that constantly monitors and grasps the sedimentation situation in a sand-settling basin to efficiently scrape up sand.

沈砂池特に雨水沈砂池は降雨時のバイパス水路としても
使用されるため比較的広い水路t−要し、この沈砂掻揚
げには走行式揚砂aを採用し、沈砂を池の熾もしくは任
意位置よや走行式5II砂慎を走行しつつ少しづつ揚砂
している・しかし従来沈砂池の砂の堆積状況を沈砂池全
面にわたって摺足把握する方法が内層であったため沈砂
の掻揚はタイマーによる間欠運転と沈砂池のjllll
sから順次運転するスケジュール運転が行なわれていた
がこれでは無駄な運転に加えて最も優先的にかき揚げる
必要がある沈砂量の多いところがjl[になることがあ
るなど不都合があった。
Sand settling basins, especially rainwater settling basins, are also used as bypass channels during rainfall, so they require a relatively wide waterway (t).A traveling sand pump (A) is used to lift the sand, and the sand is pumped into the pond or at any desired location. Sand is lifted little by little while the Yoya Traveling Type 5II Sand Shin is running.However, since the conventional method of checking the sand accumulation status in the settling basin by sliding the foot over the entire surface of the settling basin was from the inner layer, sand raking was done using a timer. Intermittent operation and settling basin jllll
Scheduled operation was carried out in which the operation started from s, but in addition to wasting the operation, there were disadvantages such as the area with a large amount of sediment that needed to be scraped up with the highest priority could become jl[.

本発明はこれに鑑みて沈砂池に於ける沈pの堆積状況を
常に、鉢視し、把瀘することによって掻揚を効率的に行
なわんとしてなしたもので、沈砂掻揚機の一部に、超音
波発振器受信器を吊垂し、該発振器より沈砂池全面、も
しくは任意なる一部に円の砂の堆積の多いところから順
次優先的に走行掻揚げることt%黴とするものである。
In view of this, the present invention has been made in order to perform raking efficiently by always monitoring and understanding the accumulation status of sediment in a settling basin. Then, an ultrasonic oscillator receiver is suspended, and the oscillator is used to travel over the entire surface of the settling basin or any part of the basin and scrape up t% mold, preferentially starting from the area with the most accumulated sand. .

以下本発明を図示の夷m倒を参照しつつ説明する。The present invention will be explained below with reference to the illustrated embodiment.

図に於て1は沈砂池、2はこの沈砂部上に跨りて沈砂池
O長手方向もしくは横方向に該亀に沿って走行する走行
式沈砂掻揚砿O走行ガーダ、3はこのガーダ2上に配設
され九横行台車で、この横行台車5に水中ポンプ、ホー
ス等よル成る吸砂式揚砂機あるいはパケットエレベータ
式揚伊慎その他の方式の1Ilp機4を設ける。
In the figure, 1 is a sand settling basin, 2 is a traveling girder that runs along the sand settling basin in the longitudinal or lateral direction of the settling basin, and 3 is on this girder 2. Nine transverse carriages are disposed in the transversal carriage 5, and a sand suction type sand lift machine 4 comprising a submersible pump, a hose, etc., a packet elevator type lifting machine, or other type of 1Ilp machine 4 is installed on the transverse carriage 5.

ま九走行ガーダ2の一部には昇降韮びに旋崗可能にして
ロッド5を垂設し、このロッド5の下部に超音波発振器
及び受信器よル成る超音波距1111111定器6をロ
ッド5に対してその取付角[を自在に可動するようにし
て設ける。
A rod 5 is vertically installed on a part of the traveling girder 2 so as to be able to move up and down, and an ultrasonic distance measuring device 6 consisting of an ultrasonic oscillator and a receiver is attached to the lower part of the rod 5. The mounting angle is provided so that it can be freely moved.

従って上述の装置にて沈砂池内に於ける沈砂の堆積状況
を把握するには走行ガーダ2よル垂設支持した超音波発
振器6t−沈砂池内の一部望ましくは水面下に降下せし
め、該発振器を旋回せしめククその発振角度を変えつつ
超音波t−発振せしめ、この超音波発振機によシ堆積し
九砂の表図迄の距離を反射波を捕えることによってコン
ビュータテ演算し各部位の堆積深さを測定し且つトータ
ル堆積l1tl−計算する〇 而してあらかじめ定められた堆積量又は一部位の堆積深
さが異常に深くなると走行式揚#愼(flえば吸砂式、
パケットエレベータ式)を運転すると共にその運転は堆
積深さの深いところを優先的に順次又麹単的に揚砂する
ように行なうものである。沈砂の堆積状liを把握する
方法として超音波の発振器を池内の任意の一点から超音
波【沈砂池全面又は一部に発振角度を変えながら照射す
ることによって位置と角度の関係から砂の堆積深さt七
の照射部分全体にわたって(マイコンを利用)演算し把
握する方法及びこれに従って掻揚げを行う方法を第4図
のブロック図に示し次。またII5図は演算の方法を示
す説明図で、次式の如くして求められる。
Therefore, in order to ascertain the sedimentation situation in the settling basin using the above-mentioned device, an ultrasonic oscillator 6t supported vertically from the traveling girder 2 is lowered into a part of the settling basin, preferably below the water surface, and the oscillator is activated. The ultrasonic oscillator generates ultrasonic waves while changing the oscillation angle, and calculates the distance from the ultrasonic oscillator to the table of sand by capturing the reflected waves, and calculates the depth of accumulation at each location. Then, if the predetermined amount of accumulation or the depth of accumulation in one area becomes abnormally deep, a traveling type pump (fl is a sand absorption type,
A packet elevator (packet elevator type) is operated, and the operation is carried out so as to preferentially lift the sand in the deep areas, sequentially or singly. As a method of understanding the sedimentation state of sand, an ultrasonic oscillator is used to emit ultrasonic waves from any point in the pond while changing the oscillation angle to the entire surface or part of the sedimentation basin.The depth of sand accumulation can be determined from the relationship between position and angle. The block diagram in Fig. 4 shows a method for calculating and understanding the entire irradiated area of SAT7 (using a microcomputer) and a method for performing raking according to the calculation. Further, FIG. II5 is an explanatory diagram showing the method of calculation, which is obtained using the following equation.

An−g−、t%&tAh An −lxmH−z シ
x bt* 外−ILPL−χ%jkh    島−1
冒χ乳・l蝉−丸4k + 4%−1mH−zn 6#
J la +H−Pmz bq* IL、xm zH−
zs b#j&−I%−16JPj A、zJL%−1
%−1富χu−か−χシ14−←−1而して本発明によ
る時はタイ!−運転又は一部位のみの堆!R深さより運
転指令を出す方法に比しトータル堆積量によるため非常
に効皐iでhル、運転は堆積深さの深−ところを優先と
する九め沈砂池のmar最適に保つために最も有効な運
転ができる等の利点t−fFする。
An-g-, t%&tAh An-lxmH-z si x bt* outside-ILPL-χ%jkh island-1
Infectious milk/l cicada-maru 4k + 4%-1mH-zn 6#
J la +H-Pmz bq* IL, xm zH-
zs b#j&-I%-16JPj A, zJL%-1
%-1 Wealth χu-? - Operation or only one part of the pile! Compared to the method of issuing operation commands based on R depth, it is very effective because it depends on the total amount of sedimentation. Advantages such as effective operation tfF.

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

第1図は沈砂池に於ける走行式沈砂掻揚llt示す正面
図、第2図は同平面図、第3図は超音波発振器の説明図
、第4図は制御ブロック図、第5図は演算計算のための
Ii!明図でbる。 1・−・沈砂池 2・・・走行ガーダ 3・・・横行台車 4・・・揚1m 5・・・ロッド ロ・・・超音波発蛋器
Fig. 1 is a front view showing a traveling sand scraping system in a sand settling basin, Fig. 2 is a plan view of the same, Fig. 3 is an explanatory diagram of an ultrasonic oscillator, Fig. 4 is a control block diagram, and Fig. 5 is a Ii for arithmetic calculations! It is clearly illustrated. 1...Sand basin 2...Traveling girder 3...Traversing trolley 4...Lifting 1m 5...Rodro...Ultrasonic incubator

Claims (1)

【特許請求の範囲】[Claims] 沈砂池内を走行しながら沈1を掻き揚げる走行式沈砂掻
揚機において、上記沈砂掻揚機の一部に、超音波発振器
受信器を吊垂し、咳発振器より沈砂池全面、もしくは任
意なる一17iに向りて、且り発振角fを変えながら超
音波を発振して沈砂池内の砂の堆積状Nt−測定演算し
、沈砂池内の砂の堆積の多いところから順次優先的に走
行掻揚げることを特徴とする沈砂掻揚機の運転方法。
In a traveling type sand scraper that scrapes up sediment while traveling in a sand settling basin, an ultrasonic oscillator receiver is suspended from a part of the sand settling machine, and the cough oscillator is connected to the entire surface of the settling basin or any arbitrary part. 17i, and while changing the oscillation angle f, oscillates ultrasonic waves to measure and calculate the state of sand accumulation Nt in the settling basin, and sequentially travels and rakes up from areas with a large amount of sand in the settling basin. A method of operating a sand raking machine characterized by the following.
JP1210582A 1982-01-28 1982-01-28 Operation of running type grit collector Pending JPS58131240A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1210582A JPS58131240A (en) 1982-01-28 1982-01-28 Operation of running type grit collector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1210582A JPS58131240A (en) 1982-01-28 1982-01-28 Operation of running type grit collector

Publications (1)

Publication Number Publication Date
JPS58131240A true JPS58131240A (en) 1983-08-05

Family

ID=11796281

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1210582A Pending JPS58131240A (en) 1982-01-28 1982-01-28 Operation of running type grit collector

Country Status (1)

Country Link
JP (1) JPS58131240A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1320219C (en) * 2003-12-03 2007-06-06 中国石化集团胜利石油管理局钻井工艺研究院 Controlled floating setlling sand stirring device
CN100429358C (en) * 2005-09-27 2008-10-29 河海大学 Suspension rotary-wing waterpower automatic silt-proof desilting apparatus

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5238341A (en) * 1975-09-05 1977-03-24 Magyar Tudomanyos Akademia Character of organic body and research of cultivation or most suitable device
JPS5245039U (en) * 1975-09-25 1977-03-30

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5238341A (en) * 1975-09-05 1977-03-24 Magyar Tudomanyos Akademia Character of organic body and research of cultivation or most suitable device
JPS5245039U (en) * 1975-09-25 1977-03-30

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1320219C (en) * 2003-12-03 2007-06-06 中国石化集团胜利石油管理局钻井工艺研究院 Controlled floating setlling sand stirring device
CN100429358C (en) * 2005-09-27 2008-10-29 河海大学 Suspension rotary-wing waterpower automatic silt-proof desilting apparatus

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