CN102220745A - Small and medium straight river longitudinal winding form construction method - Google Patents
Small and medium straight river longitudinal winding form construction method Download PDFInfo
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- CN102220745A CN102220745A CN2011100437236A CN201110043723A CN102220745A CN 102220745 A CN102220745 A CN 102220745A CN 2011100437236 A CN2011100437236 A CN 2011100437236A CN 201110043723 A CN201110043723 A CN 201110043723A CN 102220745 A CN102220745 A CN 102220745A
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- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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Abstract
The invention relates to a small and medium straight river longitudinal winding form construction method which comprises the following steps: two sides of a riverway bank slope are enclosed by wooden piles, mixture is filled between the piles and the riverway bank slope from the bottom layer to the upper layer to form a new river bed, and a main river groove is formed between two rows of wooden piles; willow bundles or rock filled gabions are placed at one side of the new river bed of the two rows of wooden piles; riprap is placed at one side of the main river groove; a gabion nail dam is arranged in a riverway slantly from the bank slope to the middle of the riverway; and a plurality of clear water creeks are excavated on the new river bed and aquatic plants are planted. The method solves the detects of extinction of various species and the like as an artificial straight river is not suitable for survival and growth of a plurality of animals, especially the inhabitation and egg reproduction fields of the aquatic animals are limited. With the invention, water body is effectively purified, the environmental quality of the river water is improved, a better inhabitation place is provided for various aquatic animals, different water flow states are formed, the requirements of various aquatic animals are met, the original function of the riverway is not influenced, and the integration of dirt purification and flood control is realized.
Description
Technical field
The present invention relates to a kind of medium and small straight river, the form construction process vertically wriggles in particularly medium and small straight river.
Background technology
Along with the continuous increase of social population and the deficiency of land area, the river course is developed to based on hand excavation's rectangle, trapezoidal gradually by natural shape slight slope on cross-sectional direction; In the vertical, original sinuous natural form becomes straight.Such variation has increased the effective area of land use, and the lining cutting of water landscape environment, particularly concrete and cemented rock side slope has seriously destroyed aquatic ecosystem but the aquatic ecosystem that has seriously destroyed the river course is unified.Simultaneously, the leveling in riverbed, river course, make the river course lack natural shoal and pool, make fish, amphibian animal, insects, birds etc. and human survival closely bound up animal and microorganism lose the good place of perching, multiplying and taking refuge, various water plants have also lost the space of existence.
As everyone knows, in the natural river, the anxious and shallow place of current is in the shoal, and slow and dark place is pool.In shoal and pool, the different aquatile that living respectively is so shoal and pool are to form the indispensable essential condition of various water environment.The shoal pool, and the sinuous property in river course is the fundamental that constitutes natural river, lacks wherein arbitrary key element, all can not constitute the natural river of two packing spaces.
Before the present invention, at present the artificial straight river course that adopts be unsuitable for multiple animal existence and growth, particularly aquatic animal perch with the egg reproduction place limitedly, cause multiple species to be withered away.
Summary of the invention
Purpose of the present invention is intended to overcome the defective in straight river, proposes the vertically sinuous form construction process in a kind of medium and small straight river.
Technical scheme of the present invention is;
The vertically sinuous form construction process in medium and small straight river, its step is:
(1) seals bank slope both sides, river course with timber, between timber and river course bank slope, fill compound, form new riverbed, form main stem between two row's timbers by bottom to upper strata;
(2) be sidelong in two row timbers new riverbeds one and put willow bundle or gabion; Be sidelong at main stem one and put jackstone;
(3) from bank slope in the middle of the river course the oblique gabion groynes that is provided with to the river course;
(4) excavation a plurality of water purification brook and planting aquatic plants on new riverbed;
Advantage of the present invention and effect are:
(1) constructs new riverbed.Water purification brook on the new riverbed, water plant, gabion, willow bundle etc. form the riverbed wet land system.This system can strengthen the self-purification capacity in river, and effectively purifying water body improves the river water environmental quality, for different types of aquatile provides habitat preferably.
(2) the new main stem of structure.Because the gabion groynes is regulated the river water flow structure, makes the river vertically form pool and shoal form gradually.The mutual formation of shoal and pool can form different streamflow regimes, has satisfied the hydrobiological demand of variety classes.
(3) dry season purifying water body effectively, flood period, do not influence the original function in river course.In a word, the present invention can recover the diversity that medium and small straight river water flows, and the unification of clean dirt and flood control function is realized in the space that provides biology to perch.
Other advantages of the present invention and effect will go on to say below.
Description of drawings
System architecture schematic diagram on Fig. 1---the present invention flows vertically along the river.
Fig. 2---A-A sectional schematic diagram among Fig. 1.
Fig. 3---willow bundle bank protection structure schematic diagram among the present invention.
Fig. 4---compound bank protection structure schematic diagram among the present invention.
Number in the figure is represented:
The specific embodiment
Below in conjunction with the drawings and specific embodiments the present invention is described in further detail.
Shown in Fig. 1,2,3,4:
The present invention mainly is applicable to middle-size and small-size straight river, and its construction sequence is as follows:
Along the river road bank slope both sides original bed 1 (among Fig. 2 shown in the dotted line) is gone up nail 13 liang of rows of timber down, and is filled by native and gravelly compound 2 to the upper strata by bottom between bank slope and timber 13, forms new riverbed 3; Wide 1/3 end to the river course from hard shore protection 19 (bank slope) oblique gabion groynes 7 that is provided with in the middle of the river course; On new riverbed 3, dig out a plurality of water purification brook 4, water purification brook 4 is made of gravel 15, bottom, its riverbed is positioned under the low water level, dry season the flow through river water in water purification brook 4 under the absorption of the filtration of gravel and peripheral water plant 8, effectively purified; The entrance, riverbed is provided with gabion groynes 7; New riverbed 3 nearly shore protection planted on two sides willow bundles 9, gabion 12, water plant 8, with the water purification brook 4 common riverbed wet land systems that form; 17 upstream face one side rail stake 13 and willow bundle 9 common formation willow bundle shore protections 10 in the shoal, the one side rail stake 13 of pool 16 upstream faces, gabion 12, jackstone 14 and the compound shore protection 11 of willow bundle 9 common formations; What 4 entrance, water purification brook were provided with is gabion groynes 7, throws stone 18 in the water purification brook 4.
Willow bundle shore protection 10 adopts the long 1500mm that is, diameter is that the pine tree log of 200mm is done timber 13, and the spacing 300mm of timber 13 is bundled into bundle with the willow tip, and the willow fascine is long to be 400mm, and diameter is 100mm, and willow bundle 9 links to each other with timber 13, and willow is tied 9 outsides employing geotextiles.
Gabion groynes 7 upstream sides form shoal 17, and the downstream forms pool 16; Gabion groynes 7 is laid staggeredly in the both sides, river course, thereby the riverbed vertically and laterally forms interlaced pool 16 and shoal 17 forms gradually.
The river vertically wriggle form make up finish after, a large amount of microorganisms and form biomembrane will grow for matrix such as gravel, coarse sand and soil and root system of plant surface.When river water or Sewage Plant qualified discharge tail water enter the river, some nutriments of the plant absorbing on bank at first, SS in the water (solid suspension) stops by gravel, coarse sand and soil and root system of plant and holds back, and organicly removed by biomembranous absorption and assimilation, dissimilation.The formation of shoal and pool, the specific area in increase riverbed, making increases greatly attached to the microbial numbers on the riverbed, strengthens the self-purification capacity of water body.In addition, the formation of shoal 16 and pool 17 makes water body produce different flow velocity bands, makes the river form the diversified environment that suitable aquatile perches existence on horizontal and vertical, helps river bio-diversity and ecosystem health.Simultaneously, willow bundle shore protection and compound shore protection can play the effect of protection bank slope, reduce washing away shore protection.
Claims (8)
1. the vertically sinuous form construction process in medium and small straight river, its step is:
(1) seals bank slope both sides, river course with timber, between timber and river course bank slope, fill compound, form new riverbed, form main stem between two row's timbers by bottom to upper strata;
(2) be sidelong in new riverbed one and put willow bundle or gabion; Be sidelong at main stem one and put jackstone;
(3) from the river course bank slope in the middle of the river course the oblique gabion groynes that is provided with to the river course;
(4) excavation a plurality of water purification brook and planting aquatic plants on new riverbed.
2. the vertically sinuous form construction process in medium and small straight river according to claim 1 is characterized in that timber adopts the long 1500mm that is, diameter is the pine tree log of 200mm, timber spacing 300mm.
3. the form construction process vertically wriggles in medium and small straight river according to claim 1, it is characterized in that described gabion groynes is that stone and rubble are packed in the iron wire cylinder mould of prefabricated plastic-blasting, bottom, the autonomous riverbed of iron wire cylinder mould upwards stacked to water surface place, and put to offshore point order from bank far away and closely to lay successively and binding formation mutually.
4. the vertically sinuous form construction process in medium and small straight river according to claim 1 is characterized in that gabion groynes upstream side forms the shoal, and the downstream forms pool; The gabion groynes is laid staggeredly in the both sides, river course, thereby the riverbed vertically and laterally forms interlaced pool and shoal form gradually.
5. the vertically sinuous form construction process in medium and small straight river according to claim 1 is characterized in that the long 400mm of being of new riverbed one side willow fascine, and diameter is 100mm, and the willow bundle links to each other with timber, adopts geotextiles outside the willow bundle.
6. the form construction process vertically wriggles in medium and small straight river according to claim 1, it is characterized in that upstream face one side rail stake and the common formation of willow bundle willow bundle shore protection in the shoal, the one side rail stake of pool upstream face, gabion, jackstone and willow are tied the common compound shore protection that constitutes.
7. the vertically sinuous form construction process in medium and small straight river according to claim 1 is characterized in that the gabion groynes only reaches river course wide 1/3 to the river course.
8. the vertically sinuous form construction process in medium and small straight river according to claim 1 is characterized in that digging out a plurality of water purification brook on new riverbed, and the water purification brook is made of gravel 15, and its bottom is positioned under the low water level.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011100437236A CN102220745A (en) | 2011-02-23 | 2011-02-23 | Small and medium straight river longitudinal winding form construction method |
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| CN2011100437236A CN102220745A (en) | 2011-02-23 | 2011-02-23 | Small and medium straight river longitudinal winding form construction method |
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| CN2011100437236A Pending CN102220745A (en) | 2011-02-23 | 2011-02-23 | Small and medium straight river longitudinal winding form construction method |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828489A (en) * | 2012-07-25 | 2012-12-19 | 中国水利水电科学研究院 | System for arranging piles to fix riverbed main stream |
| CN103787505A (en) * | 2014-01-23 | 2014-05-14 | 内蒙古科技大学 | W-shaped artificial wetland for protecting amphibians in pollution site |
| RU2533912C1 (en) * | 2013-04-23 | 2014-11-27 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Новочеркасская государственная мелиоративная академия" (ФГБОУ ВПО НГМА) | Method to clean river beds near bridges |
| CN104695377A (en) * | 2015-03-23 | 2015-06-10 | 郑州大学 | Winding form construction method for small-and-medium-sized linear riverways |
| CN105421287A (en) * | 2015-10-28 | 2016-03-23 | 南京大学 | River ecological restoration technology combining multiple forms |
| CN108166439A (en) * | 2017-12-27 | 2018-06-15 | 郑州大学 | A kind of river microhabitat improves system and method |
| CN108862599A (en) * | 2018-06-19 | 2018-11-23 | 江苏东珠景观股份有限公司 | A kind of wetland purification dynamic regulation system |
| CN109487751A (en) * | 2018-12-19 | 2019-03-19 | 新疆维吾尔自治区交通规划勘察设计研究院 | The roadbed erosion control ruggedized construction that gabion wall and groynes group close |
| CN110258437A (en) * | 2019-05-27 | 2019-09-20 | 交通运输部天津水运工程科学研究所 | The construction method of cruiseway engineering Mesichthyes habitat |
| CN110528457A (en) * | 2019-08-28 | 2019-12-03 | 河海大学 | A kind of straight river optimization form based on water plant layout |
| CN112154945A (en) * | 2020-09-28 | 2021-01-01 | 水利部中国科学院水工程生态研究所 | Construction method suitable for spawning ground of muco-sinker oviparous fishes in acute abortion |
| CN113100042A (en) * | 2021-04-22 | 2021-07-13 | 深圳市环境科学研究院 | Compound riverbed environment system based on ecological flow velocity |
| CN113512984A (en) * | 2021-07-16 | 2021-10-19 | 合肥工业大学 | Regulation and control method for improving nutrient salt retention potential of stream ditch |
| CN114960534A (en) * | 2022-04-01 | 2022-08-30 | 水利部交通运输部国家能源局南京水利科学研究院 | Natural form structure and construction method for deep pool and shoal of straight river channel |
| CN115124184A (en) * | 2022-05-18 | 2022-09-30 | 天津大学 | System and method for improving water quality of straight river channel and restoring ecology |
| CN116831020A (en) * | 2021-01-18 | 2023-10-03 | 何春远 | Aquatic organism artificial ecological system construction method and application thereof |
| WO2023198023A1 (en) * | 2022-04-11 | 2023-10-19 | 中国电建集团华东勘测设计研究院有限公司 | Vertical river bank ecological transformation structure |
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| CN1094109A (en) * | 1993-11-02 | 1994-10-26 | 原德升 | A kind of method that makes the Yellow River become the canal by aerial hanging river |
| CN101713178B (en) * | 2009-09-29 | 2011-02-16 | 黄河水利委员会黄河水利科学研究院 | Method for creating three-stage flow passage of meandering riverway in lower Yellow River |
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| CN1094109A (en) * | 1993-11-02 | 1994-10-26 | 原德升 | A kind of method that makes the Yellow River become the canal by aerial hanging river |
| CN101713178B (en) * | 2009-09-29 | 2011-02-16 | 黄河水利委员会黄河水利科学研究院 | Method for creating three-stage flow passage of meandering riverway in lower Yellow River |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828489B (en) * | 2012-07-25 | 2015-07-22 | 中国水利水电科学研究院 | System for arranging piles to fix riverbed main stream |
| CN102828489A (en) * | 2012-07-25 | 2012-12-19 | 中国水利水电科学研究院 | System for arranging piles to fix riverbed main stream |
| RU2533912C1 (en) * | 2013-04-23 | 2014-11-27 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Новочеркасская государственная мелиоративная академия" (ФГБОУ ВПО НГМА) | Method to clean river beds near bridges |
| CN103787505A (en) * | 2014-01-23 | 2014-05-14 | 内蒙古科技大学 | W-shaped artificial wetland for protecting amphibians in pollution site |
| CN103787505B (en) * | 2014-01-23 | 2015-09-30 | 内蒙古科技大学 | For the W type artificial swamp of contaminated site batrachians protection |
| CN104695377A (en) * | 2015-03-23 | 2015-06-10 | 郑州大学 | Winding form construction method for small-and-medium-sized linear riverways |
| CN105421287A (en) * | 2015-10-28 | 2016-03-23 | 南京大学 | River ecological restoration technology combining multiple forms |
| CN108166439B (en) * | 2017-12-27 | 2020-02-18 | 郑州大学 | River microbial habitat improving system and method |
| CN108166439A (en) * | 2017-12-27 | 2018-06-15 | 郑州大学 | A kind of river microhabitat improves system and method |
| CN108862599A (en) * | 2018-06-19 | 2018-11-23 | 江苏东珠景观股份有限公司 | A kind of wetland purification dynamic regulation system |
| CN109487751A (en) * | 2018-12-19 | 2019-03-19 | 新疆维吾尔自治区交通规划勘察设计研究院 | The roadbed erosion control ruggedized construction that gabion wall and groynes group close |
| CN110258437A (en) * | 2019-05-27 | 2019-09-20 | 交通运输部天津水运工程科学研究所 | The construction method of cruiseway engineering Mesichthyes habitat |
| CN110528457A (en) * | 2019-08-28 | 2019-12-03 | 河海大学 | A kind of straight river optimization form based on water plant layout |
| CN110528457B (en) * | 2019-08-28 | 2020-11-13 | 河海大学 | Aquatic plant layout-based straight river channel optimization form |
| CN112154945A (en) * | 2020-09-28 | 2021-01-01 | 水利部中国科学院水工程生态研究所 | Construction method suitable for spawning ground of muco-sinker oviparous fishes in acute abortion |
| CN116831020A (en) * | 2021-01-18 | 2023-10-03 | 何春远 | Aquatic organism artificial ecological system construction method and application thereof |
| CN113100042A (en) * | 2021-04-22 | 2021-07-13 | 深圳市环境科学研究院 | Compound riverbed environment system based on ecological flow velocity |
| CN113100042B (en) * | 2021-04-22 | 2022-07-22 | 深圳市环境科学研究院 | Compound riverbed environment system based on ecological flow velocity |
| CN113512984A (en) * | 2021-07-16 | 2021-10-19 | 合肥工业大学 | Regulation and control method for improving nutrient salt retention potential of stream ditch |
| CN114960534A (en) * | 2022-04-01 | 2022-08-30 | 水利部交通运输部国家能源局南京水利科学研究院 | Natural form structure and construction method for deep pool and shoal of straight river channel |
| WO2023198023A1 (en) * | 2022-04-11 | 2023-10-19 | 中国电建集团华东勘测设计研究院有限公司 | Vertical river bank ecological transformation structure |
| CN115124184A (en) * | 2022-05-18 | 2022-09-30 | 天津大学 | System and method for improving water quality of straight river channel and restoring ecology |
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Application publication date: 20111019 |