CN1562826A - River way type sewage treatment system - Google Patents
River way type sewage treatment system Download PDFInfo
- Publication number
- CN1562826A CN1562826A CNA2004100267377A CN200410026737A CN1562826A CN 1562826 A CN1562826 A CN 1562826A CN A2004100267377 A CNA2004100267377 A CN A2004100267377A CN 200410026737 A CN200410026737 A CN 200410026737A CN 1562826 A CN1562826 A CN 1562826A
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- discharge channel
- gate
- sluice gate
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- river
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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Abstract
The invention relates to sewage processing system in natural river or artificial drainage canal. Super water gate, under water gate, sewage pump and sewage pipe are built in river or drainage canal. Sewage in river or drainage canal is pumped by sewage pump from upper reaches of super water gate to sewage processing area between super water gate and under water gate. There are some water gates are built between said super water gate and under water gate to form several sewage processing function areas.
Description
1, technical field:
The present invention relates to a kind ofly in natural river course or manual draining canal, carry out sewage processing system, belong to the innovative technology of sewage disposal.
2, background technology:
Existing sewage is unprocessedly just directly to enter in natural river course or the manual draining canal greatly, causes natural river course or manual draining canal seriously polluted.As breaking up the family, then need to spend a large amount of investments and lay rainwater pipe and sewage network system by the dirty pipe network of existing rain.Build Sewage Plant simultaneously and also will take a large amount of soils, the addressing of Sewage Plant is restricted, cause the utilization difficulty of reuse water.
3, summary of the invention:
The objective of the invention is to overcome above-mentioned shortcoming and a kind of river channel type Sewage treatment systems that can carry out sewage disposal in natural river course or manual draining canal on the spot is provided.Good sewage processing effect of the present invention can change water environment situation, and can save a large amount of rainwater pipe and sewage network, and construction costs is low, take up an area of little, flexible arrangement, and be convenient to utilization, social benefit and the better economic benefit of reuse water.
Structure principle chart of the present invention as shown in Figure 1, be provided with the sluice gate that performs (2), lower gear sluice gate (6), sump pump (7), waste pipe (8) in river course or the discharge channel, sump pump (7) is extracted into the sewage disposal zone that the sluice gate that performs (2) and lower gear sluice gate (6) are surrounded by waste pipe (8) with the sewage in river course or the discharge channel from the upstream of the sluice gate that performs (2).
Also can be provided with some gates between above-mentioned sluice gate that performs (2) and the lower gear sluice gate (6), surround some sewage disposal functional sections each other between the gate.
Also be provided with low level gate (4) between above-mentioned sluice gate that performs (2) and the lower gear sluice gate (6), separate gate (5), perform sluice gate (2) and low level gate (4) surrounds the conversion zone A of sewage disposal, low level gate (4) and separation gate (5) surround the precipitating phase B of sewage disposal, separate the aeration biochemical section C that gate (5) and lower gear sluice gate (6) surround sewage disposal, sump pump (7) is extracted into conversion zone A with the sewage in river course or the discharge channel by waste pipe (8) outside the sluice gate that performs (2).
Above-mentioned conversion zone A, precipitating phase B, the succession between the aeration biochemical section C can be exchanged.
Also can be provided with some high-order gates (3) and low level gate (4) in the above-mentioned sewage disposal conversion zone A, some high-order gates (3) and low level gate (4) are crisscross arranged.
Above-mentioned sump pump (7) and waste pipe (8) can be packed on the sluice gate that performs (2).
The place ahead of the above-mentioned sluice gate that performs (2) also is provided with trash rack (1).
The side of above-mentioned river course or discharge channel also is provided with side discharge channel (10), the water intake end of side discharge channel (10) communicates with the river course or the discharge channel of the sluice gate that performs (2) upstream, the water side of side discharge channel (10) communicates with the river course or the discharge channel in lower gear sluice gate (6) downstream, and is provided with regulating sluice (9) in the side discharge channel (10).
The side of above-mentioned river course or discharge channel also is provided with pipe duct that draws water (11) and pump station (12), pump station (12) is located at the upstream of the sluice gate that performs (2), pump station (12) is evacuated to the pipe duct that draws water (11) to the water of the sluice gate that performs (2) upstream, and the water side of the pipe duct that draws water (11) communicates with the side discharge channel (10) in regulating sluice (9) downstream or the river course or the discharge channel in lower gear sluice gate (6) downstream.
Above-mentioned side discharge channel (10), the pipe duct that draws water (11) and pump station 12 can be located at the side in river course or the discharge channel, also can be provided with simultaneously in both sides; Side discharge channel (10), the pipe duct that draws water (11) can be closed conduit, also can be open channel; Above-mentioned side discharge channel (10) also can be located in the broad river course or discharge channel.
The present invention is because sewage disposal is carried out in employing on the spot in natural river course or manual draining canal, event is good sewage processing effect not only, can change water environment situation, and can save a large amount of rainwater pipe and sewage network, construction costs is low, take up an area of little, flexible arrangement, and being convenient to the utilization of reuse water, is the river channel type Sewage treatment systems of a kind of social benefit and better economic benefit.
4, description of drawings:
Fig. 1 is a schematic plan view of the present invention;
Fig. 2 is a sectional view of the present invention.
5, embodiment:
Embodiment:
Schematic plan view of the present invention as shown in Figure 1, be provided with the sluice gate 2 that performs, lower gear sluice gate 6, sump pump 7, waste pipe 8 in river course or the discharge channel, sump pump 7 is extracted into the sewage disposal zone that perform sluice gate 2 and lower gear sluice gate 6 are surrounded by waste pipe 8 with the sewage in river course or the discharge channel from the upstream of the sluice gate 2 that performs.
Above-mentioned performing also can be provided with some gates between sluice gate 2 and the lower gear sluice gate 6, surrounds some sewage disposal functional sections each other between the gate.
Above-mentioned performing also is provided with low level gate 4, separation gate 5 between sluice gate 2 and the lower gear sluice gate 6, perform sluice gate 2 and low level gate 4 surrounds the conversion zone A of sewage disposal, low level gate 4 and separation gate 5 surround the precipitating phase B of sewage disposal, separate the aeration biochemical section C that gate 5 and lower gear sluice gate 6 surround sewage disposal, sump pump 7 is extracted into conversion zone A with the sewage in river course or the discharge channel by waste pipe 8 outside the sluice gate 2 that performs.
Above-mentioned conversion zone A, precipitating phase B, the succession between the aeration biochemical section C can be exchanged.
For sewage and sewage disposal medicine are fully reacted, also can be provided with some high-order gates 3 and low level gate 4 in the above-mentioned sewage disposal conversion zone A, some high-order gates 3 and low level gate 4 are crisscross arranged.
Above-mentioned sump pump 7 and waste pipe 8 can be packed on the sluice gate 2 that performs, sump pump 7 and waste pipe 8 are with sluice gate 2 motions of performing, for possessing some river courses or the free drainage canal of arranging sewage pumping station in both sides, sump pump 7 and waste pipe 8 can separate with the sluice gate that performs, draw water by the sump pump 7 that is located in the sewage pumping station, directly sewage is delivered to the downstream side of the sluice gate 2 that performs by waste pipe 8.Above-mentioned conversion zone A, precipitating phase B, the succession between the aeration biochemical section C can be exchanged.
In order to tackle the thick rubbish in natural river course or the manual draining canal, do not allow these thick rubbish enter sump pump 7, in order to avoid influence sump pump 7 works better, the place ahead of the above-mentioned sluice gate 2 that performs also is provided with trash rack 1.The thick rubbish that the staff can regularly be tackled with machinery or manual method cleaning trash rack 1.
For make in, the period sewage disposal of light rain sky do not interrupt, the side of above-mentioned river course or discharge channel also is provided with side discharge channel 10, the water intake end of side discharge channel 10 communicates with the river course or the discharge channel of sluice gate 2 upstreams of performing, the water side of side discharge channel 10 communicates with the river course or the discharge channel in lower gear sluice gate 6 downstreams, and is provided with regulating sluice 9 in the side discharge channel 10.
The level of tail water of considering to occur natural river course or manual draining canal is higher, side discharge channel 10 can't carry out the situation of gravity drainage, the side of above-mentioned river course or discharge channel also is provided with draw water pipe duct 11 and pump station 12, pump station 12 is located at the upstream of the sluice gate 2 that performs, pump station 12 is evacuated to the pipe duct 11 that draws water to the water of sluice gate 2 upstreams of performing, and the water side of the pipe duct 11 that draws water communicates with the side discharge channel 10 in regulating sluice 9 downstreams or the river course or the discharge channel in lower gear sluice gate 6 downstreams.
Above-mentioned side discharge channel 10, draw water pipe duct 11 and pump station 12 can be located at the side in river course or the discharge channel, also can be provided with simultaneously in both sides; Side discharge channel 10, the pipe duct 11 that draws water can be closed conduit, also can be open channel; Above-mentioned side discharge channel 10 also can be located in the broad river course or discharge channel.
The present invention is under normal situation, close regulating sluice 9, sewage promotes after waste pipe 8 flows into the downstream side of the sluice gate 2 that performs through sump pump 7, and in this and sewage disposal medicament mixed, continue to flow to the downstream, behind the top of the low level gate 4 of the bottom of the high-order gate 3 of process conversion zone and conversion zone, sewage and sewage disposal medicine fully react for several times.Reacted sewage flows into conversion zone low level gate 4 again and separates between the gate 5 zone and precipitates, and the sewage quality after precipitation process can become clearly.Sewage after becoming clearly further flows into the aeration biochemical section of separating between gate 5 and the lower gear sluice gate 6 again and does biochemical treatment.Being discharged into former natural river course or manual draining canal after the sewage after the biochemical treatment is up to standard makes landscape water environment or enters the reclaimed water reuse system to carry out reuse.Mud in precipitating phase and the aeration biochemical section is handled with near the sludge treating system that sludge pump is evacuated to being located at.
In, the light rain sky period, do not interrupt in order to make sewage disposal, will open regulating sluice 9 this moment, allows the water that comes of natural river course or manual draining canal drain from side row canal 10 smoothly.When the level of tail water of natural river course or manual draining canal higher, when side discharge channel 10 can't carry out gravity drainage, will close regulating sluice 9 this moment, opening pump station 12 draws water, force natural river course or manual draining canal this moment come water to be evacuated to draw water canal 11, and insert in the side discharge channel 10 in regulating sluice 9 downstreams and arrange downstream.According to the practical situation of engineering, side discharge channel 10, regulating sluice 9, draw water pipe duct 11 and pump station 12 can be arranged in a side of natural river course or manual draining canal, also can be located at the both sides of natural river course or manual draining canal simultaneously.For broad natural river course or manual draining canal, side discharge channel 10 also can be located in natural river course or the manual draining canal; For reducing the span of gate 2,3,4,5,6, can in natural river course or manual draining canal, some gate piers be set, also can be divided into several unit to natural river course or manual draining canal and carry out sewage disposal.
Had the operating mode of cutting dirty pipe network for natural river course or manual draining canal both sides, can by above-mentioned sewage treatment process carry out sewage disposal as long as the sewage in section dirty pipe network is delivered to the downstream side of the sluice gate 2 that performs this moment.Will open regulating sluice 9 this moment, keeps the current of natural river course or manual draining canal smooth and easy.
For natural river course or manual draining canal come the water yield greater than the discharge capacity of side discharge channel 10 time.Want starting gate 2,3,4,5,6 and regulating sluice 9, suspend and carry out sewage disposal, recover the natural over-current state of natural river course or manual draining canal.Section owing to the ratio that the sewage total amount is shared is less, can not cause water quality deterioration at this moment.Treat natural river course or manual draining canal come the water yield to reduce under the discharge capacity of side discharge channel 10 time.Closed shutter 2,3,4,5,6 again, carry out sewage disposal again.
Claims (10)
1, a kind of river channel type Sewage treatment systems, it is characterized in that being provided with in river course or the discharge channel sluice gate that performs (2), lower gear sluice gate (6), sump pump (7), waste pipe (8), sump pump (7) is extracted into the sewage disposal zone that the sluice gate that performs (2) and lower gear sluice gate (6) are surrounded by waste pipe (8) with the sewage in river course or the discharge channel from the upstream of the sluice gate that performs (2).
2, river channel type Sewage treatment systems according to claim 1 is characterized in that also can being provided with some gates between above-mentioned sluice gate that performs (2) and the lower gear sluice gate (6), surrounds some sewage disposal functional sections each other between the gate.
3, river channel type Sewage treatment systems according to claim 2, it is characterized in that also being provided with low level gate (4) between above-mentioned sluice gate that performs (2) and the lower gear sluice gate (6), separate gate (5), perform sluice gate (2) and low level gate (4) surrounds the conversion zone A of sewage disposal, low level gate (4) and separation gate (5) surround the precipitating phase B of sewage disposal, separate the aeration biochemical section C that gate (5) and lower gear sluice gate (6) surround sewage disposal, sump pump (7) is extracted into conversion zone A with the sewage in river course or the discharge channel by waste pipe (8) outside the sluice gate that performs (2).
4, river channel type Sewage treatment systems according to claim 3 is characterized in that above-mentioned conversion zone A, precipitating phase B, and the succession between the aeration biochemical section C can be exchanged.
5, river channel type Sewage treatment systems according to claim 3 is characterized in that also being provided with some high-order gates (3) and low level gate (4) in the above-mentioned sewage disposal conversion zone A, and some high-order gates (3) and low level gate (4) are crisscross arranged.
6,, it is characterized in that above-mentioned sump pump (7) and waste pipe (8) can be packed on the sluice gate that performs (2) according to claim 1 or 2 or 3 or 4 or 5 described river channel type Sewage treatment systemss.
7, river channel type Sewage treatment systems according to claim 6 is characterized in that the place ahead of the above-mentioned sluice gate that performs (2) also is provided with trash rack (1).
8, according to claim or 7 described river channel type Sewage treatment systemss, the side that it is characterized in that above-mentioned river course or discharge channel also is provided with side discharge channel (10), the water intake end of side discharge channel (10) communicates with the river course or the discharge channel of the sluice gate that performs (2) upstream, the water side of side discharge channel (10) communicates with the river course or the discharge channel in lower gear sluice gate (6) downstream, and is provided with regulating sluice (9) in the side discharge channel (10).
9, river channel type Sewage treatment systems according to claim 8, the side that it is characterized in that above-mentioned river course or discharge channel is stated and is provided with pipe duct that draws water (11) and pump station (12), pump station (12) is located at the upstream of the sluice gate that performs (2), pump station (12) is evacuated to the pipe duct that draws water (11) to the water of the sluice gate that performs (2) upstream, and the water side of the pipe duct that draws water (11) communicates with the side discharge channel (10) in regulating sluice (9) downstream or the river course or the discharge channel in lower gear sluice gate (6) downstream.
10, river channel type Sewage treatment systems according to claim 9 is characterized in that above-mentioned side discharge channel (10), the pipe duct that draws water (11) and pump station 12 can be located at the side in river course or the discharge channel, also can be provided with simultaneously in both sides; Side discharge channel (10), the pipe duct that draws water (11) can be closed conduit, also can be open channel; Above-mentioned side discharge channel (10) also can be located in the broad river course or discharge channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100267377A CN1300019C (en) | 2004-04-05 | 2004-04-05 | River way type sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100267377A CN1300019C (en) | 2004-04-05 | 2004-04-05 | River way type sewage treatment system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1562826A true CN1562826A (en) | 2005-01-12 |
| CN1300019C CN1300019C (en) | 2007-02-14 |
Family
ID=34480719
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004100267377A Expired - Fee Related CN1300019C (en) | 2004-04-05 | 2004-04-05 | River way type sewage treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1300019C (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100385082C (en) * | 2005-05-30 | 2008-04-30 | 程惠源 | Urban-rural pipeline system engineering sewage discharge and utilization comprehensive system structure |
| CN100569672C (en) * | 2008-04-09 | 2009-12-16 | 江苏裕仁工贸发展有限公司 | Relay type river purifying method |
| CN101591899B (en) * | 2009-06-26 | 2011-12-07 | 甄建伟 | Riverway comprehensive utilization system |
| CN102352615A (en) * | 2011-08-01 | 2012-02-15 | 中国科学院成都生物研究所 | Method for performing emergency treatment on water pollution accident |
| CN102627377A (en) * | 2012-04-18 | 2012-08-08 | 波鹰(厦门)科技有限公司 | Method and device for purifying seriously eutrophic river water |
| CN102633391A (en) * | 2012-04-18 | 2012-08-15 | 波鹰(厦门)科技有限公司 | Purification method and purification device of eutrophic river |
| CN102633395A (en) * | 2012-04-18 | 2012-08-15 | 波鹰(厦门)科技有限公司 | Eutrophicated river water quality purifying method and purifying device thereof |
| CN106693459A (en) * | 2017-02-07 | 2017-05-24 | 广州市华鼓环保产品设计有限公司 | Horizontal type river and lake water decanting tank |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1102129C (en) * | 1998-07-10 | 2003-02-26 | 李敬生 | Intensified ecological sewage decontaminating method for rivers, channels and ditches |
| CN1311159A (en) * | 2000-09-17 | 2001-09-05 | 黄斌夫 | Under-water complex pollution treatment system of inland city |
| CN1413920A (en) * | 2001-07-20 | 2003-04-30 | 林连山 | Comprehensive treatment process technology for domestic and rivers sewage |
| KR20030010076A (en) * | 2001-07-25 | 2003-02-05 | 원유훈 | Waste-water disposal plant |
| JP2003088884A (en) * | 2001-09-17 | 2003-03-25 | Kotaro Koga | Sewage treating system using piles |
| CN1376640A (en) * | 2002-04-24 | 2002-10-30 | 杨兆兴 | Process for treating sewage in city river |
| CN2568636Y (en) * | 2002-09-10 | 2003-08-27 | 马鞍山市华骐环保科技发展有限公司 | Contact oxidation biological filter cell adapting suspension filtering material |
| CN1445170A (en) * | 2003-01-31 | 2003-10-01 | 汕头经济特区龙湖电力技术服务有限公司 | Devices for ecological handling waste water and its matched with ecosystem for handling waste water |
-
2004
- 2004-04-05 CN CNB2004100267377A patent/CN1300019C/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100385082C (en) * | 2005-05-30 | 2008-04-30 | 程惠源 | Urban-rural pipeline system engineering sewage discharge and utilization comprehensive system structure |
| CN100569672C (en) * | 2008-04-09 | 2009-12-16 | 江苏裕仁工贸发展有限公司 | Relay type river purifying method |
| CN101591899B (en) * | 2009-06-26 | 2011-12-07 | 甄建伟 | Riverway comprehensive utilization system |
| CN102352615B (en) * | 2011-08-01 | 2014-03-05 | 中国科学院成都生物研究所 | Method for performing emergency treatment on water pollution accident |
| CN102352615A (en) * | 2011-08-01 | 2012-02-15 | 中国科学院成都生物研究所 | Method for performing emergency treatment on water pollution accident |
| CN102627377A (en) * | 2012-04-18 | 2012-08-08 | 波鹰(厦门)科技有限公司 | Method and device for purifying seriously eutrophic river water |
| CN102633391A (en) * | 2012-04-18 | 2012-08-15 | 波鹰(厦门)科技有限公司 | Purification method and purification device of eutrophic river |
| CN102633395A (en) * | 2012-04-18 | 2012-08-15 | 波鹰(厦门)科技有限公司 | Eutrophicated river water quality purifying method and purifying device thereof |
| WO2013156001A1 (en) * | 2012-04-18 | 2013-10-24 | 波鹰(厦门)科技有限公司 | Water quality purification method and purification device for a eutrophicated river |
| WO2013156000A1 (en) * | 2012-04-18 | 2013-10-24 | 波鹰(厦门)科技有限公司 | Purification method and purification device for eutrophicated river |
| CN102627377B (en) * | 2012-04-18 | 2014-08-06 | 波鹰(厦门)科技有限公司 | Method and device for purifying seriously eutrophic river water |
| CN102633395B (en) * | 2012-04-18 | 2014-11-19 | 波鹰(厦门)科技有限公司 | Eutrophicated river water quality purifying method |
| CN106693459A (en) * | 2017-02-07 | 2017-05-24 | 广州市华鼓环保产品设计有限公司 | Horizontal type river and lake water decanting tank |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1300019C (en) | 2007-02-14 |
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