CN1094109A - A kind of method that makes the Yellow River become the canal by aerial hanging river - Google Patents
A kind of method that makes the Yellow River become the canal by aerial hanging river Download PDFInfo
- Publication number
- CN1094109A CN1094109A CN 93114083 CN93114083A CN1094109A CN 1094109 A CN1094109 A CN 1094109A CN 93114083 CN93114083 CN 93114083 CN 93114083 A CN93114083 A CN 93114083A CN 1094109 A CN1094109 A CN 1094109A
- Authority
- CN
- China
- Prior art keywords
- river
- dam
- transversal
- riverbank
- netted
- 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
Images
Landscapes
- Revetment (AREA)
Abstract
The invention discloses a kind of method that makes the Yellow River become the canal.Promptly a pair of ramified horizontal dam vertical with the riverbank is set at a certain distance along the Huanghe water flow path direction.One end on transversal dam is near riverbank and fixedlying connected with the riverbank, and central width that stays the main flow riverbed all installed transversal dam on river shoal, the branch riverbed in the river course outward.Because netted transversal dam stopped the korneforos drift, also the silt of korneforos is blocked gradually, last together and time together between the dam silt natural accretion formed new sward dam.Make the area over half that accounts for former river width be transformed into the good farmland.And the river course current that narrow down quicken the riverbed step-down, have eliminated aerial a copious, rapid flow of words phenomenon.
Description
The present invention relates to a kind of bringing the Yellow River under control and make it become the method in canal, also comprise used device by aerial hanging river.
The Yellow River is the river of northern China maximum, also is the cradle of the Chinese nation.But the Yellow River is because the river course is wide, flow velocity is little over the past thousands of years, and littoral severe water and soil erosion is carried a large amount of silts secretly, makes the riverbed increase gradually, forms the situation that the riverbed is higher than city, village, two sides gradually.River course year by year increases, and for the dykes and dams of two sides are increased in flood control again gradually, the Yellow River has formed an aerial hanging river in middle and lower reaches like this.The Yellow River is in case burst bigger to the harm of two sides in this case.The method of radical cure the Yellow River is a lot of at present, construct a reservoir, and dredging river, but its cost is big, needs flower great amount of manpower and material resources.Though long-range planning afforestation can make soil erosion reduce, established aerial hanging river can not solve by this method.Chinese patent on April 8th, 1992 disclosed a kind of " improvement contains the river course device in the big river of quantity of sand and mud " of being participated in invention by the inventor, once disclosed the device that uses the hollow net structure of a kind of frame type bottom surface to connect anchor and constituted the method for dykes and dams with it, this tower structure is the structure that is connected into polyhedron frame types such as tetrahedron, pentahedron, hexahedron by bar, and bank is parallel with water (flow) direction along the river constructs.The device that connects anchor with this frame type bottom surface is a skeleton, and can form with the skeleton in two sides effectively is the natural accretion sward dam at center, plays the effect that shore protection, control river course do not alter course, and is more laborsaving, economical than method in the past, effectiveness is big.But this dykes and dams can't fundamentally be transformed the aerial a copious, rapid flow of words phenomenon of the Yellow River.Especially the river course of the Yellow River middle and lower reaches is wide to several kilometers, and the riverbed, river shoal in the river course also can deposit gradually.The riverbed also can raise.
The objective of the invention is at above-mentioned shortcoming, develop a kind of new aerial a copious, rapid flow of words phenomenon in eliminated the Yellow River, and make the Yellow River of to open the navigation or air flight-make in the river course of the Yellow River become the method in canal.
The scheme concrete grammar that the present invention's proposition is harnessed the Yellow River with Huang is as follows: whenever keeping at a certain distance away along the Huanghe water flow path direction is symmetrical arranged the netted transversal dam vertical with riverbank and water (flow) direction together.Transversal dam is arranged on the edge of the close main stem from the riverbank to the river shoal, is symmetrical arranged, the width in main flow riverbed in the middle of only staying.This netted transversal dam is other framework on slope by the triangular framing of the similar A font more than three or one side and connects steel wire and form.A font triangle-frame is put side by side, and the triangle base is the acute angle direction flow path direction that meets water.By connecting the steel wire netted transversal dam that respectively top of each triangle-frame, two bases is composed of a fixed connection one by one, fix by main pull rope and riverbank respectively near framework top, the bottom of riverbank end.Can be fixed by traction steel wire with the framework top on the transversal dam of symmetry near the framework top of river center-side, this traction steel wire can be used as the navigation rope of Ha Noi navigation.Also can be with the edge on last transversal dam by frame fixation.So along the river, water (flow) direction has been symmetrical arranged the netted transversal dam vertical with the riverbank in another road together that certain intervals is arranged.The river that this netted transversal dam contains a large amount of silts at the initial stage that is provided with can pass through smoothly, but the drift in the river is blocked by netted transversal dam gradually, stops up gradually in netted transversal dam at control silt on the messy beach river course to cause current to slow down desilting slowly to deposit.On this netted transversal dam and form the river shoal of natural accretion down between the netted together transversal dam gradually together, the height of the river shoal height that can become at last with the dykes and dams on original riverbank that raises gradually is the same.And the current in main flow riverbed are accelerated gradually in the middle of in the process of river shoal rising gradually, and the width in river course narrows down gradually.Rapidly the river bed in riverbed, current scour center descends the riverbed in riverbed gradually in the process that flow velocity strengthens.The river course narrows down, the height in riverbed descends gradually.The width in main flow riverbed of not establishing netted transversal dam in the middle of the width in last river course becomes and has only is the same.Silt is controlled gradually, the riverbed descends, the two sides that netted transversal dam is set form the sward dam of broad new natural accretion, and it is the high-quality good farmland that can plant all kinds of crops that the sward dam width degree of the natural accretion of this new formation accounts for the over half of original river width.This process is very short, almost just can reach within 1 year.Riverbed reduction simultaneously, river course narrow down and make the Yellow River become a passable clear water river by aerial hanging river.This method that benefits the our children and our children's children, spent cost but are considerably less.Reached the purpose of harnessing the Yellow River with Huang.
Below in conjunction with accompanying drawing the present invention is illustrated.
Fig. 1 is the cross-sectional view of present the Yellow River.Fig. 2 is the constructional drawing on netted transversal dam.Fig. 3 is the cross-sectional drawing that the Yellow River behind the netted transversal dam is set.Fig. 4 is a vertical view of establishing the Yellow River behind the netted transversal dam.Fig. 5 is by improved Yellow River Channel vertical view.Fig. 6 is its cross-sectional drawing.
Present riverbed, the Yellow River is higher than the city, village of two sides (11), and river shoal in the river course (13), branch riverbed (12) are many, often change its course.
The used netted transversal dam device of the present invention is made up of the triangular framing (or other simultaneously is the framework such as the ladder-shaped frame on slope) and the connection steel wire of similar A font.Put side by side by the triangular framing more than three (1).Triangular framing is made up of shaft (rod).Form triangle ADE shape, central BC bar support bar.The top A of each triangular framing
1, A
2, A
3Be fixed together by the main steel wire (2) that connects.Two some D, the E on base respectively by steel wire (4), (6) with E
1, E
2, E
3And D
1, D
2, D
3Fixedly connected one by one.∠ ADE is the acute angle flow path direction setting that meets water.Connect steel wire (3) with C
1, C
2, C
3Pointwise is fixedly connected.Connect steel wire (4) with B
1, B
2, B
3Pointwise connects.Can establish two auxiliary steel wires that connect between C and the D point in addition.Form netted transversal dam thus.Transversal dam is fixing by the fixed point (9) on main pull rope (10) and bank near the bank end.Two some D, E of framework bottom respectively by fixation with steel wire on the fixed point (7) on bank, (8).The main diameter that connects steel wire (2) and connect steel wire (6), (5) wants to sustain the pulling force about 50 tons about about φ 30mm, the diameter of the rod of composition framework is about about φ 150mm.The height of framework is high about 5-8 rice, promptly should be higher than the height of two sides, river dykes and dams.
Netted transversal dam is arranged on riverbank (11) between the edge of the river shoal (13) of close central main stem, comprises that subbranch riverbed (12) is all coated with netted transversal dam.In the profile in netted transversal dam shown in Fig. 3 and river, the flow path direction setting that meets water of the ACD face of framework.Framework top A point is fixed on the bank top by pull rope (10), and the C point of bottom is fixed on (7) point on bank base.Can be fixedlyed connected with symmetrically arranged transversal dam by connecting strand (15) in framework top near the river center-side, this connecting strand can be used as the navigation rope of ship when navigate by water on the opposite bank.
Along the river Liu the flow direction is symmetrical arranged netted transversal dam as shown in Figure 4 with the dykes and dams on riverbank are perpendicular at a certain distance.The ACD face flow path direction that meets water.Can be symmetrical set netted transversal dam together every 1KM.In the middle of only to leave width about about 500M be that the width in main flow riverbed is not provided with.All be selected in the edge in close main flow riverbed of river shoal and the area between the riverbank.The all addressings like this of netted transversal dam, each road.Go up one netted transversal dam and comprise that the drift that the silt in the river of subbranch riverbed is blocked gradually bottles up between the netted together transversal dam down.
Part that netted transversal dam stops is kept off gradually owing to floating between last netted transversal dam together and following netted together transversal dam, current slow down the sward dam of height that desilting alluvial forms one and original riverbank (11) gradually high new broadness about the same, the new sward dam that forms accounts for the over half of former river course overall width, is the new good farmland (15) that forms.The river course narrows down gradually, with the width the same (14) that the main flow riverbed on netted transversal dam was not set originally.(18) be the traces on netted transversal dam.
As shown in Figure 6, water velocity is accelerated under the situation that the riverbed narrows down in the river course, constantly wash away the river bed its riverbed constantly descended, gradually drop to almost the same high stage with the village, two sides, aerial a copious, rapid flow of words phenomenon has disappeared.
Claims (4)
1, a kind of method that makes the Yellow River become the canal by aerial hanging river, it is characterized in that the above-mentioned the Yellow River that makes is to be symmetrical arranged the netted transversal dam vertical with the riverbank together at a certain distance along the Huanghe water flow path direction by the method that aerial hanging river becomes the canal, one end on above-mentioned transversal dam is fixed on the riverbank by pull rope near the riverbank, the other end is positioned at the edge near the river shoal of main stem, the width in only following main flow riverbed in the middle of the symmetrically arranged netted transversal dam, above-mentioned netted transversal dam is by the triangular framing of similar A font more than three or other framework that simultaneously is the slope and connect steel wire and form, the triangle base of above-mentioned similar A font is the big end in the slope flow path direction that meets water, and leg-of-mutton base is dropped on the riverbed.
2, a kind of the Yellow River that makes according to claim 1 becomes the method in canal by aerial hanging river, it is characterized in that above-mentioned netted transversal dam is arranged side by side A by the triangular framing (1) of the similar A font more than three
1, A
2, A
3, leg-of-mutton base DE drops on the riverbed, and the big one side in the framework slope flow path direction that meets water connects the top A of steel wire (2) with each framework
1, A
2, A
3Fixedly connected one by one, base D
1, D
2, D
3Point is by connecting steel wire (5), E
1, E
2, E
3Point is fixedly connected one by one by connecting steel wire (6), middle B, C point is fixedly connected by connection steel wire (3), (4), above-mentioned netted transversal dam is fixed on the fixed point (9) on riverbank near the fixedly connected pull rope in top (10) on riverbank, and bottom D, E are separately fixed on (7), (8) point.
3, a kind of the Yellow River that makes according to claim 1 becomes the method in canal by aerial hanging river, it is characterized in that the top on above-mentioned netted transversal dam is higher than the original dykes and dams in riverbank.
4, a kind of the Yellow River that makes according to claim 1 becomes the method in canal by aerial hanging river, it is characterized in that above-mentioned netted transversal dam can by ladder-shaped frame be connected steel wire and form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93114083 CN1094109A (en) | 1993-11-02 | 1993-11-02 | A kind of method that makes the Yellow River become the canal by aerial hanging river |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93114083 CN1094109A (en) | 1993-11-02 | 1993-11-02 | A kind of method that makes the Yellow River become the canal by aerial hanging river |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1094109A true CN1094109A (en) | 1994-10-26 |
Family
ID=4990387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 93114083 Pending CN1094109A (en) | 1993-11-02 | 1993-11-02 | A kind of method that makes the Yellow River become the canal by aerial hanging river |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1094109A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100383343C (en) * | 2004-03-10 | 2008-04-23 | 丁权 | Envionmental protection type multi-purpose riverbed for flood and drainage |
| CN100451242C (en) * | 2006-11-20 | 2009-01-14 | 王玉昌 | Silt trap net |
| CN102220745A (en) * | 2011-02-23 | 2011-10-19 | 河海大学 | Small and medium straight river longitudinal winding form construction method |
| CN102605749A (en) * | 2012-03-12 | 2012-07-25 | 中钢集团马鞍山矿山研究院有限公司 | Construction method of shuttle-shaped dam for intercepting debris flow |
| CN102619195A (en) * | 2012-03-12 | 2012-08-01 | 中钢集团马鞍山矿山研究院有限公司 | Combined dam for stopping debris flow |
| CN107620285A (en) * | 2017-09-26 | 2018-01-23 | 中国水利水电科学研究院 | A kind of a copious, rapid flow of words governing system and method |
| CN108149655A (en) * | 2017-12-21 | 2018-06-12 | 北京计算机技术及应用研究所 | Uninterrupted floater collection system |
| CN112814823A (en) * | 2020-12-31 | 2021-05-18 | 潍坊新力蒙水产技术有限公司 | Suspension vertical and horizontal distributed power generation waterwheel device |
-
1993
- 1993-11-02 CN CN 93114083 patent/CN1094109A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100383343C (en) * | 2004-03-10 | 2008-04-23 | 丁权 | Envionmental protection type multi-purpose riverbed for flood and drainage |
| CN100451242C (en) * | 2006-11-20 | 2009-01-14 | 王玉昌 | Silt trap net |
| CN102220745A (en) * | 2011-02-23 | 2011-10-19 | 河海大学 | Small and medium straight river longitudinal winding form construction method |
| CN102605749A (en) * | 2012-03-12 | 2012-07-25 | 中钢集团马鞍山矿山研究院有限公司 | Construction method of shuttle-shaped dam for intercepting debris flow |
| CN102619195A (en) * | 2012-03-12 | 2012-08-01 | 中钢集团马鞍山矿山研究院有限公司 | Combined dam for stopping debris flow |
| CN107620285A (en) * | 2017-09-26 | 2018-01-23 | 中国水利水电科学研究院 | A kind of a copious, rapid flow of words governing system and method |
| CN108149655A (en) * | 2017-12-21 | 2018-06-12 | 北京计算机技术及应用研究所 | Uninterrupted floater collection system |
| CN108149655B (en) * | 2017-12-21 | 2020-05-12 | 北京计算机技术及应用研究所 | Uninterrupted water surface floater collecting system |
| CN112814823A (en) * | 2020-12-31 | 2021-05-18 | 潍坊新力蒙水产技术有限公司 | Suspension vertical and horizontal distributed power generation waterwheel device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109083096B (en) | Step-shaped ecological slope protection structure of reservoir hydro-fluctuation belt and implementation method thereof | |
| CN109750600B (en) | Construction method of asymmetric cable crane | |
| CN1094109A (en) | A kind of method that makes the Yellow River become the canal by aerial hanging river | |
| CN209619934U (en) | A kind of safe shore protection | |
| CN106759093A (en) | T-shaped mixture of piles and concrete wall formula retaining wall and riverbank berm | |
| CN102561260A (en) | Water-permeable waterway improvement spur dike | |
| CN210797432U (en) | Water conservancy river course bank protection | |
| CN106638651A (en) | Sea fan buoyant foundation integral installing technology | |
| CN208105240U (en) | The double sheet pile soil-baffling structure of frame-type | |
| CN108750014A (en) | The support anchor structure and construction method of a kind of floating on water photovoltaic plant suitable for high water-level amplitude | |
| CN215948061U (en) | Silt-promoting and land-building system for sandy coast and islands | |
| CN111676799B (en) | Height-adjustable simple cable-stayed diversion trench temporary bridge and construction method thereof | |
| CN205475088U (en) | Dykes and dams bank protection structure for hydraulic engineering | |
| CN2215514Y (en) | Screen-shaped retarding dam for harnessing river | |
| CN211340642U (en) | Link plate formula shore protection structure that faces combination forever | |
| CN208717919U (en) | A kind of road based on contrary sequence method changes bridge section foundation pit supporting construction | |
| CN209308066U (en) | A kind of pipe gallery foundation pit supporting construction | |
| CN208219559U (en) | Works water outlet temporary blocking device | |
| CN107761577A (en) | A kind of method that can improve Bridge Crack repairing efficiency | |
| CN215800738U (en) | Side dam roadbed connector | |
| CN215518715U (en) | Counter-current sinking and draining device | |
| CN214832327U (en) | Hydrophilic pavement structure | |
| CN109797763A (en) | Open caisson neighbour's anchoring pile localization method and location structure in a kind of water | |
| CN218580620U (en) | Construction structure for constructing sand-based high-vertical sand barrier by utilizing desert sand through triangular sand blocking net cage | |
| CN214460095U (en) | Curtain wall type wave dissipation structure ecological revetment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C01 | Deemed withdrawal of patent application (patent law 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |