CN102966069A - Testing apparatus for simulating effects of different forms and combinations of spur dikes on water flow and sediments - Google Patents
Testing apparatus for simulating effects of different forms and combinations of spur dikes on water flow and sediments Download PDFInfo
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- CN102966069A CN102966069A CN2012104607071A CN201210460707A CN102966069A CN 102966069 A CN102966069 A CN 102966069A CN 2012104607071 A CN2012104607071 A CN 2012104607071A CN 201210460707 A CN201210460707 A CN 201210460707A CN 102966069 A CN102966069 A CN 102966069A
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- sediment
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 55
- 239000013049 sediment Substances 0.000 title claims abstract description 14
- 238000004088 simulation Methods 0.000 claims description 7
- 230000008021 deposition Effects 0.000 abstract 1
- 230000003628 erosive effect Effects 0.000 abstract 1
- 239000000700 radioactive tracer Substances 0.000 abstract 1
- 238000009991 scouring Methods 0.000 abstract 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002355 dual-layer Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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Abstract
本发明涉及一种模拟不同形式与不同组合的丁坝对水流和泥沙影响作用的模型试验装置，该装置包括水泵、临时储水池、消能板、试验段、丁坝片、出水堰、格栅、拱形过水廊。示踪浮子可浮于水中，模拟泥沙运动及冲淤情况。试验段两侧上部安装带孔夹条，下部安装带孔凹槽，使得丁坝片下插凹槽，上用相邻孔中安装的螺丝固定，可以方便装卸、转动。三角堰配有可升降的挡板，两者配合使用能够调节流出水量和试验段水流流速。格栅中间设计成网格状，连接了上部与下部的拱形过水廊，而且实现了水的循环。与现有模型相比，本发明可以方便快捷地演示不同形式、组合的丁坝对水流的影响以及泥沙冲淤情况，并且经济、环保。
The invention relates to a model test device for simulating the influence of spur dikes in different forms and combinations on water flow and sediment. Arched water corridor. The tracer float can float in the water to simulate sediment movement and scouring and silting. The upper part of both sides of the test section is equipped with clip strips with holes, and the lower part is installed with grooves with holes, so that the groyne pieces can be inserted into the grooves, and the upper part is fixed with the screws installed in the adjacent holes, which can be easily loaded, unloaded and rotated. The triangular weir is equipped with a liftable baffle, and the combination of the two can adjust the outflow water volume and the water flow velocity of the test section. The middle of the grille is designed in a grid shape, which connects the upper and lower arched water corridors and realizes water circulation. Compared with the existing models, the present invention can conveniently and quickly demonstrate the influence of spur dikes in different forms and combinations on water flow and the erosion and deposition of sediment, and is economical and environmentally friendly.
Description
Technical field
The present invention relates to a kind of model test apparatus, especially relate to a kind of groynes of multi-form and various combination of simulating to the model test apparatus of current and influence to sediment effect.
Background technology
Groynes is as dredging waterway commonly used and safeguard building, is widely used in hydraulic engineering.The situation that the groynes of multi-form, combination becomes silted up on punching between the impact of current and dam is different, is the important content in the teaching.In order to cooperate teaching, the experimental model teaching need be set, and the groynes teaching mode is actually rare.Yet the existing groynes teaching mode in laboratory is take the wave current tank as basic facilities mostly, and is larger, cost is higher, and extremely inconvenient during teaching demonstration.Not yet find at present preferably groynes teaching mode or solution.
Summary of the invention
Purpose of the present invention is exactly to provide a kind of can simulate multi-form, combination groynes to the model test apparatus of current and studies on sediment in order to overcome the deficiency that above-mentioned existing model exists.
Purpose of the present invention can be achieved through the following technical solutions:
A kind of simulation is multi-form, the combination groynes is to the model test apparatus of current and studies on sediment, described model test apparatus is positioned at test section, comprise interim reservoir, the energy dissipating plate, groove with holes, clamp bar with holes, triangular-notch weir, grid, water pump and groynes sheet, described test section is positioned at arch and crosses directly over the water gallery, the test section front portion is provided with 2 blocks of energy dissipating plates, energy dissipating plate one end is fixed in the test section bottom, another piece energy dissipating plate one end is fixed in the test section top, two blocks of energy dissipating plates are not in the same plane, space between energy dissipating plate and the test section front portion is interim reservoir, clamp bar with holes is positioned at test section two upper lateral parts, groove with holes is positioned at test section two side lower parts, insert in the groove with holes groynes sheet lower end, and the upper end is screwed on clamp bar with holes; Triangular-notch weir is positioned at the test section rear portion, and described triangular-notch weir is provided with liftable baffle plate, and test section afterbody and arch are crossed water gallery junction and be provided with grid.
Among the present invention, described interim reservoir top has pipe hole, and described pipe hole place connects water pump by water pipe, and water is extracted out by water pipe, is delivered to the interim reservoir on top.
Among the present invention, described grid adopts square plate, is evenly distributed with grid in it, is used for holding back drogue, and realizes water circuit.
Among the present invention, the specification of described groynes sheet is the long and long two kinds of specifications of 10cm of 5cm, to satisfy groynes multi-form and combination.
Among the present invention, described arch is crossed water gallery top and is provided with pipe hole.
Among the present invention, described energy dissipating plate the place ahead is the ground sill that is installed in the high 13cm in bottom, and 10cm receives the top but the baffle plate of bottom hollow out 3cm behind the ground sill, forms one section interim little reservoir, can effectively cut down the flow energy of water pump suction, steadily current.
The high 37cm of described test section, long 81cm, two upper lateral part mounting strap hole clamp bars, groove with holes is installed in the bottom, so that insert groove under the groynes sheet, upward fixes with the screw of installing in the adjacent holes, can conveniently assemble and disassemble, rotation.
Described triangular-notch weir is furnished with liftable baffle plate, and both are used to regulate flows out the water yield and test section flow rate of water flow.
Owing to adopted technique scheme, the present invention has the following advantages:
Being designed to the Dual-layer structure is in order to save material and space, to realize the self-loopa of water body;
Make two kinds of specification groynes sheets, the groove with holes of groynes sheet two ends termination compatibility test section bottom and the clamp bar on top are fixed with nut and bottom groove, both can satisfy groynes multi-form and combination, again can easy disassembly;
Realize the water body self-loopa fully, improved water body utilization rate of the present invention.
Description of drawings
Fig. 1 is the front view of this device among the embodiment;
Fig. 2 is the top view of this device among the embodiment;
Fig. 3 is the right view of this device among the embodiment
Fig. 4 is the left view of this device among the embodiment;
Fig. 5 is the structural representation of groove 4 with holes among Fig. 1;
Fig. 6 is groynes sheet 3 schematic diagrames among Fig. 1;
Fig. 7 is the structural representation that Fig. 1 intermediate cam weir and arch are crossed the water gallery;
Fig. 8 is the structural representation of grid 7 among Fig. 1.
Number in the figure: 1 is that interim reservoir, 2 is that energy dissipating plate, 3 is that groynes sheet, 4 is that groove with holes, 5 is that clamp bar with holes, 6 is that triangular-notch weir, 7 is grid, 8 cross the water gallery for arch, 9 is the pipe hole at interim reservoir top, 10 cross the pipe hole at water gallery top for arch, 11 is water pump, and 12 is the hole on the groove with holes.
The specific embodiment
The present invention is described in detail below in conjunction with the drawings and specific embodiments.
Embodiment 1
Simulate the groynes of multi-form and various combination to the model test apparatus of current and influence to sediment effect---multifunction combined groynes model, general structure as shown in Figure 1, this invention mainly is comprised of two main parts: top test section and bottom water-stored section.This device comprises that energy dissipating plate 2, groove with holes 4, clamp bar with holes 5, triangular-notch weir 6, grid 7, arch cross water gallery 8, water pump 11.Energy dissipating plate 2 the place aheads are the ground sill that is installed in the high 13cm in bottom, and 10cm receives the top but the baffle plate of bottom hollow out 3cm behind the ground sill, forms one section interim reservoir 1, can effectively cut down the flow energy of water pump suction, steadily current.
The high 37cm of described test section, long 81cm, two upper lateral part mounting strap hole clamp bars, groove with holes is installed in the bottom, and groove 4 with holes is inserted in groynes sheet bottom, and the upper end is fixed with clamp bar 5 with holes and screw, can adjust according to the test needs size and the angle of groynes sheet, carry out any combination.
Triangular-notch weir 6 is positioned at the afterbody of test section, and the baffle plate that is positioned at triangular-notch weir 6 places can lift adjustment flow out the water yield and test section flow rate of water flow.The water of carrying drogue secretly flows through triangular-notch weir by grid 7, and the drogue of carrying secretly is trapped, and current enter arch by grid 7 and cross water gallery 8, realize system's water body self-loopa.
The course of work of this device: before the test, at first according to the test needs, groynes sheet 3 is installed, is made up adjustment; Secondly, in test section, put into water, connect water pump and corresponding water guide pipeline.Start water pump, partly extract water out from the water storage that is positioned at the bottom, send into the interim reservoir on top.Current are through the energy dissipating plate, and energy reduction enters test section after tending to be steady.Put into an amount of white drogue in the test section end, float floats on waterborne, with water movement, simulates the interaction situation of groynes and current, silt.From the motion of float, can observe streamflow regime, such as whirlpool, backflow, flow path etc., also can reflect washing away, depositing of simulation silt.Finally, current are being carried drogue secretly and are being crossed the diffluence of water gallery through grid 7 to arch, and drogue is trapped on the grid, do not enter arch and cross the water gallery and do not affect current.So far, the bottom water body can be again by water pump suction top, so circulation.
Claims (5)
1. a simulation is multi-form, the combination groynes is to the model test apparatus of current and studies on sediment, it is characterized in that described model test apparatus is positioned at test section, comprise interim reservoir, the energy dissipating plate, groove with holes, clamp bar with holes, triangular-notch weir, grid, water pump and groynes sheet, described test section is positioned at arch and crosses directly over the water gallery, the test section front portion is provided with 2 blocks of energy dissipating plates, energy dissipating plate one end is fixed in the test section bottom, another piece energy dissipating plate one end is fixed in the test section top, two blocks of energy dissipating plates are not in the same plane, space between energy dissipating plate and the test section front portion is interim reservoir, clamp bar with holes is positioned at test section two upper lateral parts, groove with holes is positioned at test section two side lower parts, insert in the groove with holes groynes sheet lower end, and the upper end is screwed on clamp bar with holes; Triangular-notch weir is positioned at the test section rear portion, and described triangular-notch weir is provided with liftable baffle plate, and test section afterbody and arch are crossed water gallery junction and be provided with grid.
2. multi-form, the combination groynes of simulation according to claim 1 is to the model test apparatus of current and studies on sediment, it is characterized in that described interim reservoir top has pipe hole, described pipe hole place connects water pump by water pipe, water is extracted out by water pipe, be delivered to the interim reservoir on top.
3. multi-form, the combination groynes of simulation according to claim 1 is characterized in that to the model test apparatus of current and studies on sediment described grid adopts square plate, is evenly distributed with grid in it.
4. multi-form, the combination groynes of simulation according to claim 1 is to the model test apparatus of current and studies on sediment, and the specification that it is characterized in that described groynes sheet is that the long and 10cm of 5cm grows two kinds of specifications.
5. multi-form, the combination groynes of simulation according to claim 1 is to the model test apparatus of current and studies on sediment, it is characterized in that described arch crosses water gallery top and be provided with pipe hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210460707.1A CN102966069B (en) | 2012-11-16 | 2012-11-16 | Testing apparatus for simulating effects of different forms and combinations of spur dikes on water flow and sediments |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210460707.1A CN102966069B (en) | 2012-11-16 | 2012-11-16 | Testing apparatus for simulating effects of different forms and combinations of spur dikes on water flow and sediments |
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| Publication Number | Publication Date |
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| CN102966069A true CN102966069A (en) | 2013-03-13 |
| CN102966069B CN102966069B (en) | 2014-06-25 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288097A (en) * | 2017-06-29 | 2017-10-24 | 浙江大学 | It is a kind of to be used to simulate experimental rig and method of the groynes to flow action |
| CN107354908A (en) * | 2017-06-29 | 2017-11-17 | 河海大学 | River model stoplog type gate water tank |
| CN119465855A (en) * | 2025-01-15 | 2025-02-18 | 浙江工业大学 | A model and experimental method considering the construction process of estuary spur dike |
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|---|---|---|---|---|
| CN2146754Y (en) * | 1992-11-09 | 1993-11-17 | 重庆石油学校 | Multi-functional water tank for demonstration purpose |
| JP2002332621A (en) * | 2001-05-08 | 2002-11-22 | Kajima Corp | Tsunami test equipment |
| CN2747565Y (en) * | 2004-07-23 | 2005-12-21 | 浙江大学 | Stoplog type self-circulation open ditch experiment trough |
| CN101713175A (en) * | 2009-09-29 | 2010-05-26 | 黄河水利委员会黄河水利科学研究院 | High sediment concentration waterflood river bed tearing simulation test method |
| CN201610538U (en) * | 2009-09-29 | 2010-10-20 | 黄河水利委员会黄河水利科学研究院 | River bottom peeling off simulation test device of hyperconcentrated flood |
| CN101877194A (en) * | 2010-06-25 | 2010-11-03 | 中国科学院水利部成都山地灾害与环境研究所 | A device for simulating thin-layer runoff |
| CN102507135A (en) * | 2011-10-19 | 2012-06-20 | 河海大学 | Experimental tank system of riparian zone |
| CN102663923A (en) * | 2012-04-27 | 2012-09-12 | 三峡大学 | Small-sized fishway teaching test model capable of being assembled |
-
2012
- 2012-11-16 CN CN201210460707.1A patent/CN102966069B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2146754Y (en) * | 1992-11-09 | 1993-11-17 | 重庆石油学校 | Multi-functional water tank for demonstration purpose |
| JP2002332621A (en) * | 2001-05-08 | 2002-11-22 | Kajima Corp | Tsunami test equipment |
| CN2747565Y (en) * | 2004-07-23 | 2005-12-21 | 浙江大学 | Stoplog type self-circulation open ditch experiment trough |
| CN101713175A (en) * | 2009-09-29 | 2010-05-26 | 黄河水利委员会黄河水利科学研究院 | High sediment concentration waterflood river bed tearing simulation test method |
| CN201610538U (en) * | 2009-09-29 | 2010-10-20 | 黄河水利委员会黄河水利科学研究院 | River bottom peeling off simulation test device of hyperconcentrated flood |
| CN101877194A (en) * | 2010-06-25 | 2010-11-03 | 中国科学院水利部成都山地灾害与环境研究所 | A device for simulating thin-layer runoff |
| CN102507135A (en) * | 2011-10-19 | 2012-06-20 | 河海大学 | Experimental tank system of riparian zone |
| CN102663923A (en) * | 2012-04-27 | 2012-09-12 | 三峡大学 | Small-sized fishway teaching test model capable of being assembled |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288097A (en) * | 2017-06-29 | 2017-10-24 | 浙江大学 | It is a kind of to be used to simulate experimental rig and method of the groynes to flow action |
| CN107354908A (en) * | 2017-06-29 | 2017-11-17 | 河海大学 | River model stoplog type gate water tank |
| CN119465855A (en) * | 2025-01-15 | 2025-02-18 | 浙江工业大学 | A model and experimental method considering the construction process of estuary spur dike |
| CN119465855B (en) * | 2025-01-15 | 2025-05-06 | 浙江工业大学 | Model considering estuary spur dike construction process and test method thereof |
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| CN102966069B (en) | 2014-06-25 |
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