CN103526718A - River flow-separating purification beautification treatment system and method - Google Patents
River flow-separating purification beautification treatment system and method Download PDFInfo
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- CN103526718A CN103526718A CN201310322102.0A CN201310322102A CN103526718A CN 103526718 A CN103526718 A CN 103526718A CN 201310322102 A CN201310322102 A CN 201310322102A CN 103526718 A CN103526718 A CN 103526718A
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Abstract
The invention discloses a river flow-separating purification beautification treatment system and method. A damming system comprises a hydraulic turnover plate gate which is arranged at the bottom of a riverbed, and a water retaining breast wall which is used in cooperation with the hydraulic turnover plate gate, wherein a flow drainage channel is formed between the hydraulic turnover plate gate and the water retaining breast wall, and the hydraulic turnover plate gate automatically adjusts the degree of opening of the flow drainage channel along with changes of the river discharge to have control over the discharged flow, and keeps the water level of the damming system stable. A flow separating system is arranged on the lower section of the damming system, a reinforced concrete cover plate is arranged on the tops of quay walls of a river channel, the cover plate covers the whole river channel, river water on the upper layer of the damming system flows through the cover plate, river water on the lower layer of the damming system is separated to flow through the river channel formed below the cover plate, sewage tanks are built on the lower portion, close to the quay walls on the two banks, of the river channel arranged below the cover plate, and urban sewage, flowing into the river channel, on the two banks can be guided to the downstream portion, and can flow into a sewage treatment system. According to the river flow-separating purification beautification treatment system and method, land can be saved, the visual field can be beautified, construction cost can be reduced, and management is convenient.
Description
Technical field
The present invention relates to river purification and beautify field, relate in particular to and a kind ofly can save soil, beautify the visual field, reduce cost, the river shunting of convenient management purifies and beautify governing system and method.
Background technology
Along with population increases sharply and the raising day by day of living standards of the people, sanitary sewage generation increases substantially.
Mountain stream City Section is many has at present destroyed river natural form, not only has lost the beautification function of river to city because building the narrow current of quaywall bundle by laying bricks or stones by canalization, and also the intrusion because of sewage dirt becomes the sewage ditch of sheltering evil people and countenance evil practices.For beautifying river City Section, often to build sluice or rubber dam and stop up high water surface formation water scenery (hereinafter to be referred as " lock-and-dam method ").As mountain stream, longitudinal grade is very large, and between 0.1～1.0%, every km drop reaches 1～10m.As every km drop 5m, in the long river section of 3km, to build terracing on the lock of 5 height of swell 3m or ，Xiang river course, dam.Not only the landscape effect that expense height also can not form.Meanwhile, because choking water the degree of depth from shallow to deeply, shallow section of people can not hydrophilic (quaywall be excessive to the water surface discrepancy in elevation), and dark section is hydrophilic dangerous, and the relation of people and water is intimately inharmonious.
Prior art purifies in the method for beautifying to river, lock-and-dam method could form making the scape water surface and also needs to build in addition sewer pipe net except flooding tract, the engineering of sewer pipe net is huge, it is many to take up an area, investment greatly, and lock-and-dam method also exists landscape effect bad, form the relation intimate inharmonious problem of making scape water body and people.
Therefore need badly and a kind ofly can save soil, beautify the visual field, reduce cost, the river shunting of convenient management purifies and beautifies governing system and method.
Summary of the invention
First object of the present invention is to provide a kind ofly can save soil, beautify the visual field, reduce cost, the river shunting of convenient management purifies and beautifies governing system.
Second object of the present invention is to provide a kind ofly can save soil, beautify the visual field, reduce cost, the river shunting of convenient management purifies and beautifies improvement method.
In order to realize above-mentioned first object, technical scheme provided by the invention is: provide the shunting of a kind of river to purify and beautify governing system, comprising:
Choke water system, the system of choking water is included in the hydraulic flap gate of bottom, riverbed setting and the dash breastwork being used in conjunction with it, both form current by pass jointly, hydraulic flap gate is along with the variation of streamflow amount, automatically regulate the aperture of current by pass to control letdown flow, keep choking water systematic water level stable;
Separate system, be arranged on the hypomere of the system of choking water, the cover plate of steel concrete is set at the quaywall top in river course, with in quaywall bottom, river course, build sump, cover plate covers whole river course, choke water system upper strata river flows above cover plate, without the river of the system of the choking water lower floor of flowing above cover plate, branch to the channel flow below cover plate, sump is built in bottom at the quaywall of two sides, river course, the municipal sewage that sump flows to river course by two sides stops and the downstream of leading flows into sewage disposal system, allow the municipal sewage being stopped by sump flow to downstream sewage disposal system through sump.
River shunting purifies and beautifies governing system and also comprise and be arranged on the trash block system of choking water system upstream, trash block system comprises the garbage barrier net that is arranged on river course and for the fixing anchoring pier of garbage barrier net, the structure of blocking dirty anchoring pier comprises steel framework, main wheel, accessory whorl, steel strand.
River shunting purification beautifies governing system and also comprises tonifying Qi vibration-proof structure, cover plate comprises steel concrete crossbeam and is carried on the armored concrete slab on steel concrete crossbeam, on limit, river course, between armored concrete slab and the quaywall in river course, be also reserved with tonifying Qi hole, tonifying Qi hole and extraneous connected entrance are inserted with reinforcing bar, and connected entrance is on water level.
River shunting purification beautifies governing system and also comprises streams usual friendship system, and streams usual friendship system comprises tube connector, and tube connector one end is arranged in quaywall soil layer below through quaywall, and the other end is communicated with the river on cover plate through cover plate.
When there is larger sand content in river a flood period, river shunting purifies and beautifies governing system and also comprise anti-silting system, and anti-silting system is included in the bend place in river course, the some longitudinal guide wall arranging according to the shape of bend.
River course below cover plate, has also built sump near quaywall, and the municipal sewage that sump flows to river course by two sides stops, and the downstream of leading, and flows into sewage disposal system.
In order to realize above-mentioned second object, technical scheme provided by the invention is: provide the shunting of a kind of river to purify and beautify improvement method, it comprises the steps:
District is choked water in making, the step that district is choked water in making comprises: the dash breastwork that hydraulic flap gate is set and is used in conjunction with it in bottom, riverbed, both form current by pass jointly, hydraulic flap gate is along with the variation of river discharge, automatically regulate the aperture of current by pass to control letdown flow, keep choking water systematic water level stable;
Make shunting zone, the step of making shunting zone comprises: the cover plate of laying steel concrete at the quaywall top in river course, with in quaywall bottom, river course, build sump, and allow cover plate cover whole river course, allow and choke water upper strata, district river and flow above cover plate, and allow and branch to the channel flow below cover plate without the river of choking water district lower floor flowing above cover plate, allow the municipal sewage being stopped by sump flow to downstream sewage disposal system through sump.
Choke water the river course in district and do antiseepage processing, at quaywall, set up 0.12～0.15 meter of thick steel concrete impervious barrier outward, in the lower berth, riverbed of choking water district, establish the steel concrete antiseepage topping that anti-seepage geotextile and 0.10-0.15 rice are thick.
Compared with prior art, the present invention purifies and beautifies in the method in river, purifies and beautifies the municipal downcomer network that corresponding location needn't be separately built in river course, can greatly save soil, reduce cost, simultaneously also facilitated management, and all pipelines all can concealed installation, purifies and beautifies the visual field along the river.The present invention only builds one and chokes water district, and after hydraulic flap gate, the quaywall top of section arranges reinforced concrete cover plate, and on the cover board scape is made in streams, and allows the channel flow below cover plate without river mobile above cover plate.Can save greatly soil, reduce cost.And streams makes scape and can form the multiple flow shapes such as current water, impounded body, waterfall, shoal, streams, drop, and be combined with greening vegetation, form abundant man-made tourist site.The depth of water, flow velocity all can be controlled, and people can hydrophilicly play with water, harmony between man and nature symbiosis.
By following description also by reference to the accompanying drawings, it is more clear that the present invention will become, and these accompanying drawings are used for explaining embodiments of the invention.
Accompanying drawing explanation
Fig. 1 beautifies the system in river and river course is carried out to the schematic diagram in improved river course for purifying by shunting of the present invention.
Fig. 2 is the drawing in side sectional elevation that shunting of the present invention purifies the river course of the system of beautifying river.
Fig. 3 is the structural representation of garbage barrier net of the present invention.
Fig. 4 is the structural representation of the anchoring pier of garbage barrier net as shown in Figure 3.
Fig. 5 is that river course arranges the structural representation of guide wall in corner.
Fig. 6 is the schematic diagram of tonifying Qi vibration-proof structure of the present invention.
Fig. 7 is the structural representation of streams of the present invention usual friendship system.
The specific embodiment
With reference now to accompanying drawing, describe embodiments of the invention, in accompanying drawing, similarly element numbers represents similar element.As shown in Fig. 1～7, river provided by the invention shunting purifies and beautifies improvement method, and it comprises the steps:
In river, need to shunt the two sides of improvement section and originally build quaywall 2;
At the hypomere of choking water district 10, make shunting zone 30, the step of making shunting zone 30 comprises: the cover plate 40 of laying steel concrete at quaywall 2 tops of choking water the hypomere in district 10, formation covers the cover plate 40 in whole river course 1, allow the upper strata river of choking water district 10 flow above cover plate 40, and allow the river course below cover plate 40 1 without river mobile above cover plate 40 flow.
Correspondingly, the invention discloses the shunting purification of a kind of river and beautify governing system 100, it comprises:
Choke water system, the system of choking water is included in the hydraulic flap gate 20 of bottom, riverbed setting and the dash breastwork 24a being used in conjunction with hydraulic flap gate 20, between hydraulic flap gate 20 and dash breastwork 24a, form current by pass 25, hydraulic flap gate 20 is along with the variation of river course 1 discharge, automatically regulate the aperture of current by pass 25 to control letdown flow, keep choking water systematic water level stable;
Separate system, be arranged on the hypomere of the system of choking water, in river course, 1 quaywall 2 tops arrange the cover plate 40 of steel concrete, with in river course quaywall 2 bottoms, build sump 2a, cover plate 40 covers whole river course 1, choke water system upper strata river and flow above cover plate 40, the river of the system of the choking water lower floor of flowing above without cover plate 40 branches to cover plate 40 river course 1 below and flows, and allows the municipal sewage being stopped by sump 2a flow to downstream sewage disposal system through sump 2a.
Shunting purifies the method beautify river and is also included in to choke water between 10He shunting zone, district 30 and makes absorption basin 50, and its length is 5～12 meters.The 10He shunting zone, Bi Yong pool, riverbed 30 in absorption basin 50 regions riverbed all low.
Choke water the river course in district and do antiseepage processing, outside quaywall 2, set up 0.12～0.15 meter of thick steel concrete impervious barrier, in the lower berth, riverbed of choking water district 10, establish the steel concrete antiseepage topping that anti-seepage geotextile and 0.10-0.15 rice are thick.
As shown in Figure 6, river shunting purification beautifies governing system 100 and also comprises tonifying Qi vibration-proof structure, cover plate 40 comprises steel concrete crossbeam 41 and is carried on the armored concrete slab 42 on steel concrete crossbeam 41, on 1 limit, river course, between armored concrete slab 42 and the quaywall 2 in river course 1, be also reserved with tonifying Qi hole 43, tonifying Qi hole 43 is inserted with reinforcing bar 44 with extraneous connected entrance, and connected entrance is on water level.
As shown in Figure 7, river shunting purification beautifies governing system 100 and also comprises streams usual friendship system, streams usual friendship system comprises tube connector 45, and tube connector 45 one end are arranged on quaywall 2 soil place below through quaywall 2, and the other end is communicated with the river on cover plate 40 through cover plate 40.
As shown in Figure 5, river shunting purification beautifies governing system 100 and also comprises anti-silting system, and anti-silting system is included in bend 80 places in river course, the longitudinal guide wall 81 arranging according to the shape of bend 80.
As shown in Figure 2, sump 2a is also being built near quaywall 2 in cover plate 40 river course 1 below, and the municipal sewage that sump 2a flows to river course 1 by two sides stops, and municipal sewage imports sump 2a by conduit 2b by sewage, and allow municipal sewage pass through sump 2a guiding downstream, flow into sewage disposal system.
As shown in Figures 3 and 4, river shunting purifies and beautifies governing system 100 and also comprise and be arranged on the trash block system of choking water system upstream, trash block system comprises the garbage barrier net 60 that is arranged on river course and for the fixing anchoring pier 70 of garbage barrier net 60, the structure of anchoring pier 70 comprises steel framework 71, main wheel 72, accessory whorl 73, steel strand 74.
In conjunction with Fig. 1～7, the present invention purifies and beautifies in the method in river, purify and beautify the municipal downcomer network that corresponding location needn't be separately built in river course 1, can greatly save soil, reduce cost, also facilitated management simultaneously, and all pipelines all can concealed installation along the river, purification beautifies the visual field, the present invention only builds one and chokes water district 10, the cover plate 40 of steel concrete is set at quaywall 2 tops of hydraulic flap gate 20 rear sections, on cover plate 40, scape is made in streams, and allows the river course below cover plate 40 1 without river mobile above cover plate 40 flow.Can save greatly soil, reduce cost.And streams is made scape and can be formed the multiple flow shapes such as current water, impounded body, waterfall, shoal, streams, drop, and be combined with greening vegetation, forming abundant man-made tourist site, the depth of water, flow velocity all can be controlled, people can hydrophilicly play with water, harmony between man and nature symbiosis.
Disclosed above is only the preferred embodiments of the present invention, certainly can not limit with this interest field of the present invention, and the equivalent variations of therefore doing according to the present patent application the scope of the claims, still belongs to the scope that the present invention is contained.
Claims (9)
1. river shunting purifies and beautifies a governing system, for the river of City Section is purified and beautified, it is characterized in that, comprising:
Choke water system, the system of choking water is included in the hydraulic flap gate of bottom, riverbed setting and the dash breastwork being used in conjunction with hydraulic flap gate, between hydraulic flap gate and dash breastwork, form current by pass, hydraulic flap gate is along with the variation of river discharge, automatically regulate the aperture of current by pass to control letdown flow, keep choking water systematic water level stable;
Separate system, be arranged on the hypomere of the system of choking water, the cover plate of steel concrete is set at the quaywall top in river course, cover plate covers whole river course, the system of choking water is stopped up high upper strata river and is flowed above cover plate, the river of lower floor branches to the channel flow below cover plate, in the bottom of the quaywall of two sides, river course, builds sump, and the municipal sewage that sump flows to river course by two sides stops and the downstream of leading flows into sewage disposal system.
2. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, river shunting purifies and beautifies governing system and also comprise and be arranged on the trash block system of choking water system upstream, trash block system comprises the garbage barrier net that is arranged on river course and for the fixing anchoring pier of garbage barrier net, the structure of anchoring pier comprises reinforced concrete knoll, steel framework, main wheel, accessory whorl, steel strand.
3. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, river shunting purification beautifies governing system and also comprises tonifying Qi vibration-proof structure, cover plate comprises steel concrete crossbeam and is carried on the armored concrete slab on steel concrete crossbeam, on limit, river course, between armored concrete slab and the quaywall in river course, be also reserved with tonifying Qi hole, tonifying Qi hole and extraneous connected entrance are inserted with reinforcing bar, and connected entrance is on water level.
4. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, river shunting purification beautifies governing system and also comprises streams usual friendship system, streams usual friendship system comprises tube connector, tube connector one end is arranged on quaywall soil layer place below through quaywall, and the other end is communicated with the river on cover plate through cover plate.
5. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, river shunting purification beautifies governing system and also comprises anti-silting system, and anti-silting system is included in the bend place in river course, the some longitudinal guide wall arranging according to the shape of bend.
6. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, near quaywall, built sump, the municipal sewage that sump flows to river course by two sides stops, and allows municipal sewage by the sump downstream of leading, and flows into sewage disposal system.
7. river shunting purifies and beautifies an improvement method, it is characterized in that, comprises the steps:
District is choked water in making, the step that district is choked water in making comprises: the dash breastwork that hydraulic flap gate is set and is used in conjunction with hydraulic flap gate in bottom, riverbed, and allow and form current by pass between hydraulic flap gate and dash breastwork, hydraulic flap gate is along with the variation of river discharge, automatically regulate the aperture of current by pass to control letdown flow, keep choking water systematic water level stable;
Make shunting zone, the step of making shunting zone comprises: the cover plate of laying steel concrete at the quaywall top in river course, with in quaywall bottom, river course, build sump, and allow cover plate cover whole river course, allow and choke water upper strata, district river and flow above cover plate, and allow and branch to the channel flow below cover plate without the river of choking water district lower floor flowing above cover plate, allow the municipal sewage being stopped by sump flow to downstream sewage disposal system through sump.
8. river as claimed in claim 7 shunting purifies and beautifies improvement method, it is characterized in that, river shunting purifies and beautifies improvement method and be also included in to choke water between He Zao scenic spot, district absorption basin is set, and the length of described absorption basin is 5～12 meters.
9. river as claimed in claim 7 shunting purifies and beautifies improvement method; it is characterized in that; choke water the river course in district and do antiseepage processing; at quaywall, set up 0.12～0.15 meter of thick steel concrete impervious barrier outward, in the lower berth, riverbed of choking water district, establish anti-seepage geotextile and 0.10～0.15 meter of thick reinforced concrete protective layer.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310322102.0A CN103526718B (en) | 2013-07-19 | 2013-07-19 | River shunting purification beautifies governing system and method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310322102.0A CN103526718B (en) | 2013-07-19 | 2013-07-19 | River shunting purification beautifies governing system and method |
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| CN103526718A true CN103526718A (en) | 2014-01-22 |
| CN103526718B CN103526718B (en) | 2016-02-17 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104298261A (en) * | 2014-08-22 | 2015-01-21 | 深圳朴方环保发展有限公司 | Stepped water system and city and town belt close system |
| CN106315987A (en) * | 2016-09-30 | 2017-01-11 | 中水珠江规划勘测设计有限公司 | Multistage-strengthened water-self-purification and water-power-regulation-and-control water purification process and system |
| CN106836115A (en) * | 2017-02-24 | 2017-06-13 | 水利部交通运输部国家能源局南京水利科学研究院 | One kind broken end creek separate system |
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| CN2913451Y (en) * | 2005-11-17 | 2007-06-20 | 严纪常 | Liftable multiple-layer dashing frusta barrel and frusta box apparatus |
| CN201485831U (en) * | 2009-08-21 | 2010-05-26 | 李玉萍 | Door leaf type hydraulic gate |
| CN202023172U (en) * | 2011-03-04 | 2011-11-02 | 深圳市立雅水务发展有限公司 | Integrated treatment system for improving river channel |
| CN202509469U (en) * | 2012-04-06 | 2012-10-31 | 朱占勇 | Supination full-open type flap gate |
| CN203361088U (en) * | 2013-07-19 | 2013-12-25 | 王继远 | River diversion purification and beautification system |
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| JPH08128028A (en) * | 1994-10-28 | 1996-05-21 | Pub Works Res Inst Ministry Of Constr | Selective inflow device |
| CN2913451Y (en) * | 2005-11-17 | 2007-06-20 | 严纪常 | Liftable multiple-layer dashing frusta barrel and frusta box apparatus |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104298261A (en) * | 2014-08-22 | 2015-01-21 | 深圳朴方环保发展有限公司 | Stepped water system and city and town belt close system |
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| CN106315987A (en) * | 2016-09-30 | 2017-01-11 | 中水珠江规划勘测设计有限公司 | Multistage-strengthened water-self-purification and water-power-regulation-and-control water purification process and system |
| CN106315987B (en) * | 2016-09-30 | 2023-11-21 | 中水珠江规划勘测设计有限公司 | Multistage reinforced water self-cleaning and hydraulic regulation water quality purification treatment process and system |
| CN106836115A (en) * | 2017-02-24 | 2017-06-13 | 水利部交通运输部国家能源局南京水利科学研究院 | One kind broken end creek separate system |
| CN106836115B (en) * | 2017-02-24 | 2023-06-30 | 水利部交通运输部国家能源局南京水利科学研究院 | Broken-end creek shunt system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103526718B (en) | 2016-02-17 |
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Granted publication date: 20160217 Termination date: 20180719 |