CN103290809A - Desilting device of water channel bend - Google Patents

Desilting device of water channel bend Download PDF

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Publication number
CN103290809A
CN103290809A CN2013102514999A CN201310251499A CN103290809A CN 103290809 A CN103290809 A CN 103290809A CN 2013102514999 A CN2013102514999 A CN 2013102514999A CN 201310251499 A CN201310251499 A CN 201310251499A CN 103290809 A CN103290809 A CN 103290809A
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CN
China
Prior art keywords
water channel
depression
desilting
bend
nest
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Pending
Application number
CN2013102514999A
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Chinese (zh)
Inventor
胡再国
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Sichuan University
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Sichuan University
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Publication date
Application filed by Sichuan University filed Critical Sichuan University
Priority to CN2013102514999A priority Critical patent/CN103290809A/en
Publication of CN103290809A publication Critical patent/CN103290809A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a desilting device of a water channel bend, relates to the field of desilting. The desilting device of the water channel bend is designed due to the fact that silt sediments easily in the bend. According to the technical scheme, the desilting device of the water channel bend is characterized in that a desilting nest is arranged at the bend position of a water channel and outside the arc-shaped part of the water channel, a depression is formed in the arc-shaped part of the water channel and is a semi-circular cone face or a semi-circular cone face with the top cut, and the conical degree is 1:1. The top view of the depression is a trapezoid, the ratio of the short edge and the long edge, being parallel, of the trapezoid is 1:2-1:5, and the long edge is located on the edge of the desilting nest. Observation is carried out in the water flow direction, the position where the water flow reaches the depression firstly is lower than the position where the water flow departs from the depression in the vertical direction. The desilting device of the water channel bend has the advantages that the specific weight of the silt is large, so that the silt falls into the depression of the water channel easily; the water flow performs a climbing process at the depression position from the observation in the water flow direction, so that washing of the silt into the desilting nest is facilitated.

Description

A kind of water channel bend desilting device
Technical field
The present invention relates to the desilting field, particularly at the bend of water channel.
Background technology
Bend at water channel, current will occur in and turn to, and have circular motion to a certain degree, because moving object has straight-line inertia, fluid tends to impact the outside of arch section, silt precipitates at the turning easily owing to than great, be subjected to stopping of bend, cause water channel to narrow down, accumulate over a long period, even cause water channel to stop up in this part, have influence on the utilization of water channel.
Summary of the invention
Utilize bend to deposit desilting easily, the present invention designs a kind of water channel bend desilting device.
The present invention realizes that the technical scheme that goal of the invention adopts is: a kind of water channel bend desilting device, it is characterized in that: at the turning of water channel, there is a desilting nest in the outside of the arch section of water channel, the arch section of water channel has a depression, depression is a semicircle conical surface or the semicircle conical surface that eliminates the top, and tapering is 1:1.The vertical view of depression is two trapezoidal, trapezoidal parallel limits, and minor face is 1:2-1:5 with the ratio on long limit, and long limit is positioned at desilting nest edge.Observe from the direction of current, the position that current arrive depression at first is lower than the position that current leave depression at vertical direction.
The invention has the beneficial effects as follows: the depression of water channel, the ratio of silt is great, silt is fallen into the recess of water channel easily, the straight-line inertia of current, cause the flow velocity of the water of recess to be close to 0, the current that splash back of current collision recess walls promote that silt is subjected to displacement, and are conducive to silt and assemble to the desilting nest; Observe from the direction of current, the position that current arrive depression at first is lower than the position that current leave depression at vertical direction, just current are equipped with a climbing process in pit bit, further stop moving ahead of silt, simultaneously also increased the backflow of current at concave face, with silt underwashing in heavy mud nest.
Description of drawings
Fig. 1 is a kind of water channel bend desilting device schematic diagram.Fig. 2 is desilting nest vertical section schematic diagram.
Wherein, 1, water channel, 2, depression, 3, desilting nest.
The specific embodiment
Turning at water channel 1, there is a desilting nest 3 in the outside of water channel 1 arc, water channel 1 arch section has a depression 2, the effect of depression has been the effect of training for sediment, and depression 2 is a semicircle conical surface, preferably eliminates the half-conical at top, tapering is that the angle of 1:1(and horizontal direction is close to 30 degree), the vertical view of depression 2 is two trapezoidal, trapezoidal parallel limits, and minor face is 1:2-1:5 with the ratio on long limit.

Claims (3)

1. water channel bend desilting device, it is characterized in that: the turning in water channel (1), there is a desilting nest (3) in the outside of the arch section of water channel (1), the arch section of water channel (1) has a depression (2), depression (2) is a semicircle conical surface or the semicircle conical surface that eliminates the top, and tapering is 1:1.
2. a kind of water channel bend desilting device according to claim 1 is characterized in that: the vertical view of depression (2) is two trapezoidal, trapezoidal parallel limits, and minor face is 1:2-1:5 with the ratio on long limit, and long limit is positioned at desilting nest (3) edge.
3. a kind of water channel bend desilting device according to claim 1 is characterized in that: observe from the direction of current, the position that current arrive depression (2) at first is lower than the position that current leave depression (2) at vertical direction.
CN2013102514999A 2013-06-24 2013-06-24 Desilting device of water channel bend Pending CN103290809A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013102514999A CN103290809A (en) 2013-06-24 2013-06-24 Desilting device of water channel bend

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013102514999A CN103290809A (en) 2013-06-24 2013-06-24 Desilting device of water channel bend

Publications (1)

Publication Number Publication Date
CN103290809A true CN103290809A (en) 2013-09-11

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013102514999A Pending CN103290809A (en) 2013-06-24 2013-06-24 Desilting device of water channel bend

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CN (1) CN103290809A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735203A (en) * 2016-05-04 2016-07-06 安徽理工大学 Desilting canal
CN105787225A (en) * 2016-05-10 2016-07-20 重庆大学 Design method for inflow channel of cyclone grit basin with trapezoid cross section
CN108198486A (en) * 2018-03-07 2018-06-22 成都东软学院 A kind of teaching aid
CN109748396A (en) * 2019-02-15 2019-05-14 广东南方建设集团有限公司 A kind of downstream river course water body regulation method
CN112982469A (en) * 2021-02-25 2021-06-18 邵烨 Concrete building pile foundation suitable for bend abrupt trough spillway

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07229132A (en) * 1994-02-16 1995-08-29 Kubota Corp Inflow channel of pumping station
CN1160793A (en) * 1996-03-21 1997-10-01 郑成 Water-dividing sand conveyance control method
JPH10168856A (en) * 1996-12-06 1998-06-23 Hitachi Kiden Kogyo Ltd Suspended matter entering preventing device
CN2536583Y (en) * 2002-05-10 2003-02-19 东华工程科技股份有限公司 Cyclonic sand settling devices
CN202139575U (en) * 2011-07-07 2012-02-08 重庆师范大学 Improved desilting basin
CN203383181U (en) * 2013-06-24 2014-01-08 四川大学 Canal bend desilting device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07229132A (en) * 1994-02-16 1995-08-29 Kubota Corp Inflow channel of pumping station
CN1160793A (en) * 1996-03-21 1997-10-01 郑成 Water-dividing sand conveyance control method
JPH10168856A (en) * 1996-12-06 1998-06-23 Hitachi Kiden Kogyo Ltd Suspended matter entering preventing device
CN2536583Y (en) * 2002-05-10 2003-02-19 东华工程科技股份有限公司 Cyclonic sand settling devices
CN202139575U (en) * 2011-07-07 2012-02-08 重庆师范大学 Improved desilting basin
CN203383181U (en) * 2013-06-24 2014-01-08 四川大学 Canal bend desilting device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735203A (en) * 2016-05-04 2016-07-06 安徽理工大学 Desilting canal
CN105787225A (en) * 2016-05-10 2016-07-20 重庆大学 Design method for inflow channel of cyclone grit basin with trapezoid cross section
CN105787225B (en) * 2016-05-10 2018-11-13 重庆大学 A kind of trapezoid cross section rotational flow grit chamber inlet channel design method
CN108198486A (en) * 2018-03-07 2018-06-22 成都东软学院 A kind of teaching aid
CN109748396A (en) * 2019-02-15 2019-05-14 广东南方建设集团有限公司 A kind of downstream river course water body regulation method
CN112982469A (en) * 2021-02-25 2021-06-18 邵烨 Concrete building pile foundation suitable for bend abrupt trough spillway

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Application publication date: 20130911