CN108286273A - Rivers adopt sandstone Technology design - Google Patents
Rivers adopt sandstone Technology design Download PDFInfo
- Publication number
- CN108286273A CN108286273A CN201710513486.2A CN201710513486A CN108286273A CN 108286273 A CN108286273 A CN 108286273A CN 201710513486 A CN201710513486 A CN 201710513486A CN 108286273 A CN108286273 A CN 108286273A
- Authority
- CN
- China
- Prior art keywords
- sandstone
- suction pipe
- pipe
- height difference
- suction
- 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
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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
-
- 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
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The technology design is using river bed longitudinal slope than drop synergistic effect, sandstone are inhaled in inverted-siphon, if the people of sandstone is also adopted than 10 ‰ or more drop in rivers bed longitudinal slope, you see 500 toward upstream again, a km ... be there sight in one's power, to you the location of be the true highly desirable height difference of one of dykes and dams, only it need to compress and eliminate and overcome this segment distance obstacle, it is laid with a suction pipe to be connected to both ends, with inverted-siphon principle, sandstone is inhaled on riverbank to come.Siphon principle or inverted-siphon principle inhale sandstone, and suction pipe both ends height difference is smaller, and negative pressure is smaller in pipe, and water, the sandstone flow rate of suction are small, and water, sandstone are slowly sucked out and are easy to block suction pipe.Suction pipe both ends height difference is bigger, and negative pressure is bigger in pipe, and water, the sandstone flow rate of suction are bigger, form huge frictional force in pipe, cause to be seriously worn to suction pipe inner wall, influence service life, and suction pipe both ends height difference should be controlled at three meters or more, six meters or less.
Description
It is existing to adopt husky technology diesel engine strand suction pumping sandstone, rivers (this paper abbreviations river) bed bottom together with water band sandstone
It takes out aboard ship or on the bank, the water sandstone that flow away leave.Diesel engine pumping sandstone fuel consumption is big, serious to wear and tear in machines, and needs people
Work is not parked in the agitation of riverbed bottom, and maximum can smoke the stone of 30mm.River levee dam water surface height difference up and down can also be utilized, using siphon
Principle is blocked with the low one end of suction pipe and fills water, and high one end is placed on riverbed bottom on river levee dam, then blocking low one end
It unlocks, the drop gravity of water makes suction pipe form negative pressure, and Lian Shui is inhaled with sandstone on the ship under dykes and dams or on riverbank, same water
The sandstone that flow away stay.But existing river levee dam is generally relatively low, and height difference only has two or three meter, and in more rare, some rivers tens
Or kilometers up to a hundred, also without together, excessively relying on existing specific resources.It is used to adopt sand if it is the great engineering of one of dykes and dams is built
Stone seems unrealistic, is tantamount to cut the suitable shoe of foot.Modern large size dykes and dams height integrates flood control, irrigation, power generation, and has excretion
Silt function.
This technology design using bed longitudinal slope than drop (general with ‰ than being subject to the water surface) synergistic effect, if riverbed is indulged
Slope has 10 ‰ or more than drop, as soon as prolong km toward river upstream from the heap sand of riverbank, upstream and downstream height difference have ten meters or more together
Stealthy dykes and dams.Sandstone are inhaled with inverted-siphon principle, if having five meters high of drop potential energy with the big suction pipes of diameter 100mm, more than 20
Horsepower diesel suction adds five meters of height of lift, the flow rate of maximum horsepower that 50mm stones below can be sucked out completely, is this
The ideal height difference that Technology design needs, such river I be in border it is more, appear in high area above sea level, flow asthma
Anxious, the shallow unsuitable navigation of water belongs to ephemeral stream, and dry season is water-saving less.
Suction pipe installation is laid with selection in dry season, adopts the selection of sandstone mouth in the wider flow in riverbed compared with unwinding position, such river
Duan Rongyi deposits sandstone, and suction pipe is laid on riverbed side bottom, do not expose the surface as possible, at interval of five meters with timber banding fixed,
One meter of riverbed is preferably embedded in hereinafter, flood season flood is avoided to wash away, suction pipe is using steel pipe, iron pipe, high-quality plastics pipe, diameter
100mm to 200mm is advisable, and ten meters or more of steel wire rubber tube of pipette tip can adjust and inhale sandstone position up and down, and
Filtering sandstone cover is loaded onto, prevents big stone or sundries from entering, the stone of certain specification can be allowed to enter suction pipe, water is borrowed in exit
Impulse force with drum screen screen separation sandstone, suction pipe require certain degree of hardness, avoid siphon formed negative pressure so that suction pipe is collapsed, connector is close
Envelope property is good, such as enters water or air, influences to inhale sandstone efficiency.It inhales sandstone and does not need suction pipe water or other auxiliary machinery, only
It wants there is water to have sandstone in river, can ceaselessly be exploited regardless of season day and night.
Sandstone are the indispensable auxiliary materials of modern construction concrete, and not being every river has sandstone, to see its stream
The geological state in domain, if China Yellow River basin area is based on yellow sand and loess, the silt clay content weight in riverbed, also just like red
Layer sedimentary rock, with rain drop erosion to riverbed is all mud after weathering, without extraction value.As deposited sandstone or volcano formation
After the weathering such as granite, medical stone, dolomite, limestone, sandstone in riverbed are washed into, universal content mud is few, relatively cleaner, is
Ideal concrete auxiliary material.
Claims (1)
1. adopting sandstone using the technology design, if selecting different river bed longitudinal slopes than ‰ ratio of drop, change tubing length, laying side
Method, straw diameter size, suction pipe both ends height difference, this item skill design motif design do not change.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710513486.2A CN108286273A (en) | 2017-06-22 | 2017-06-22 | Rivers adopt sandstone Technology design |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710513486.2A CN108286273A (en) | 2017-06-22 | 2017-06-22 | Rivers adopt sandstone Technology design |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108286273A true CN108286273A (en) | 2018-07-17 |
Family
ID=62831570
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710513486.2A Pending CN108286273A (en) | 2017-06-22 | 2017-06-22 | Rivers adopt sandstone Technology design |
Country Status (1)
Country | Link |
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CN (1) | CN108286273A (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2090836U (en) * | 1991-05-11 | 1991-12-18 | 余新河 | Dredger for riverbed silt |
CN2100420U (en) * | 1991-09-21 | 1992-04-01 | 余新河 | Long-pipe-type removing equipment of riverbed atteration |
CN1244614A (en) * | 1998-08-07 | 2000-02-16 | 何相华 | Pipe silt discharging method and discharger |
CN1281924A (en) * | 1999-07-22 | 2001-01-31 | 陈启星 | Method for preventing and controlling reservoir sediment accumulation by using siphon principle |
US6189243B1 (en) * | 1996-11-02 | 2001-02-20 | Moburon Design Office Co., Ltd. | Dredging method and dredging apparatus |
CN103321179A (en) * | 2013-07-02 | 2013-09-25 | 成松桥 | Self-absorbing reservoir river load removing pipeline system |
-
2017
- 2017-06-22 CN CN201710513486.2A patent/CN108286273A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2090836U (en) * | 1991-05-11 | 1991-12-18 | 余新河 | Dredger for riverbed silt |
CN2100420U (en) * | 1991-09-21 | 1992-04-01 | 余新河 | Long-pipe-type removing equipment of riverbed atteration |
US6189243B1 (en) * | 1996-11-02 | 2001-02-20 | Moburon Design Office Co., Ltd. | Dredging method and dredging apparatus |
CN1244614A (en) * | 1998-08-07 | 2000-02-16 | 何相华 | Pipe silt discharging method and discharger |
CN1281924A (en) * | 1999-07-22 | 2001-01-31 | 陈启星 | Method for preventing and controlling reservoir sediment accumulation by using siphon principle |
CN103321179A (en) * | 2013-07-02 | 2013-09-25 | 成松桥 | Self-absorbing reservoir river load removing pipeline system |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180717 |
|
RJ01 | Rejection of invention patent application after publication |