CN107638720A - A kind of energy-saving seawater desalinates water intake system - Google Patents
A kind of energy-saving seawater desalinates water intake system Download PDFInfo
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- CN107638720A CN107638720A CN201611056396.7A CN201611056396A CN107638720A CN 107638720 A CN107638720 A CN 107638720A CN 201611056396 A CN201611056396 A CN 201611056396A CN 107638720 A CN107638720 A CN 107638720A
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- water
- front pool
- intake
- pond
- pipeline
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 129
- 239000013535 sea water Substances 0.000 title claims abstract description 22
- 239000010802 sludge Substances 0.000 claims abstract description 20
- 239000012530 fluid Substances 0.000 claims description 12
- 239000007788 liquid Substances 0.000 claims description 11
- 239000010865 sewage Substances 0.000 claims description 6
- 238000010612 desalination reaction Methods 0.000 claims description 5
- 241000208340 Araliaceae Species 0.000 claims 2
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 claims 2
- 235000003140 Panax quinquefolius Nutrition 0.000 claims 2
- 235000008434 ginseng Nutrition 0.000 claims 2
- 239000013049 sediment Substances 0.000 abstract description 6
- 238000005265 energy consumption Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The invention discloses a kind of energy-saving seawater to desalinate water intake system, including：Water intaking pond, sludge dry pond, first take system and the second water intake system；Each water intake system includes：The valve of water pump I, the connecting line of intake front pool I and corresponding pipeline；Using the present invention of above-mentioned technical proposal, first water intake system and the second water intake system be autonomous system can alternation water intaking, alt time, the alternating of control two systems water intaking are defined with corresponding intake front pool bottom sediment piling height, blowdown also replaces simultaneously.
Description
Technical field
It is more particularly to a kind of to be applied to the larger water quality containing quantity of sand and mud the present invention relates to water intake system, i.e., with structure safety
Reliably, the cheap and can of cost reduces the water intake system that energy consumption is applied to various working desalinization.
Background technology
Existing desalinization water fetching device in use, when in seawater contain quantity of sand and mud it is big when, it will usually cause water intaking to set
The problems such as standby energy consumption is big, and service life is short, and seawater desalinization pretreatment expense is too high, and difference containing silt is substantially in different waters
The water intake engineering in desalinization project is designed poor universality, finally cause a whole set of seawater desalination system cost height to be present, throw
The problems such as providing big and high energy consumption.
The content of the invention
The present invention is directed to above-mentioned technical problem, proposes that one kind is reasonable in design, economical and practical, can handle sediment charge difference
Greatly, the wide seawater of range of flow；And can ensures that equipment safety is reliable；The continuous-stable of the device under various working can either be ensured
Operation, and can reduce cost；With the energy and environmental protection is saved, security is good, and a kind of desalination of versatile energy-saving seawater takes
Water system.
To achieve the above objectives, it is achieved through the following technical solutions：
A kind of energy-saving seawater desalinates water intake system, including：Water intaking pond, sludge dry pond, first take system and second to fetch water
System；
First water intake system includes：Water pump I and intake front pool I；
Wherein, water pump I is connected with intake front pool I by pipeline, and intake front pool Liquid level is provided with this pipeline
Valve I；
The feed water inlet of intake front pool I is connected with water intaking pond water inlet by pipeline, and water intaking pit level is provided with this pipeline
Control valve I；
The sewage draining exit of intake front pool I dries pond entrance with sludge and connected by managing, and blowoff valve I is provided with this pipeline；
Second water intake system includes：Water pump II and intake front pool II；
Wherein, water pump II is connected with intake front pool intake front pool II by pipeline, and before being provided with water intaking on this pipeline
Pit level control valve II；
The feed water inlet of intake front pool II is connected with water intaking pond water inlet by pipeline, and water intaking pit level is provided with this pipeline
Control valve II；
The sewage draining exit of intake front pool II dries pond entrance with sludge and connected by managing, and is provided with blowoff valve on this pipeline
Ⅱ；
Wherein, intake front pool I and intake front pool II can be that same pond body is formed by two accommodating portions of dividing plate separation；
Using the present invention of above-mentioned technical proposal, the first water intake system and the second water intake system alternation water intaking, generally
Alt time is defined with corresponding intake front pool bottom sediment piling height；That is, the first water intake system normal work, before water intaking
Up to preset height, then the first water intake system stops water intaking for the bottom sediment accumulation in pond I, that is, closes water pump I, preceding pit level
Control valve I and water intaking pit level control valve I, are opened simultaneously, and blowoff valve I carries out blowdown, and the second water intake system is in the first water intaking system
(blowoff valve II is closed mode) is opened when system is closed；Alternately uninterrupted water intaking is realized in conversion to said process；
Wherein, control realizes that is, computer control system passes through intake front pool and water intaking by computer control system
The governor valve control water withdrawal in liquid level count value and corresponding pipeline on pond；
Further, wherein, using indexed plane as reference, the position of the bottom blow-down mouth of intake front pool I and intake front pool II
Put and dry pond entry position higher than sludge, this structure is used to realizing that the base sludge of intake front pool I and intake front pool II can be according to
Sludge is flowed into by gravity to dry in pond, avoids and the silt introducing sludge that intake front pool precipitates is dried into pond with pump, reduce
Energy expenditure and cost of equipment；
Further, wherein, using indexed plane as reference, the top delivery port position of intake front pool I and intake front pool II
Higher than water intaking pond water inlet locations, this structure is used to realize that the top water outlet of intake front pool I and intake front pool II can rely on weight
Power is flowed into water intaking pond, is avoided the seawater that intake front pool is precipitated with pump and is introduced water intaking pond, reduces energy expenditure and set
Standby expense.
To sum up, the present invention compared with prior art, has reasonable in design, and economical and practical, it is big to extract sediment charge, stream
Measure high seawater；And can ensures that structure is safe and reliable；It can either ensure that continuous-stable supplies seawater, and can reduces cost；
And with the advantages of saving energy, security is good and versatile.
Described above is only the general introduction of technical solution of the present invention, in order to better understand the technological means of the present invention,
And can be practiced according to the content of specification, and in order to allow the above and other objects, features and advantages of the present invention can
Become apparent, below especially exemplified by preferred embodiment, and coordinate accompanying drawing, describe in detail as follows.
Brief description of the drawings
Totally 1 width accompanying drawing of the invention, wherein：
Fig. 1 is principal layout's schematic diagram of the present invention.
In figure：1st, water pump I, 2, forebay fluid level control valve I, 3, blowoff valve I, 4, sludge dry pond, 5, blowoff valve II, 6,
Water pump II, 7, intake front pool fluid level control valve II, 8, intake front pool II, 9, water intaking pit level control valve II, 10, water intaking pond,
11st, fetch water pit level control valve I, 12, intake front pool I.
Embodiment
A kind of energy-saving seawater desalination water intake system as shown in Figure 1, including：Water intaking pond 10, sludge dry pond 4, first taken
System and the second water intake system；
First water intake system includes：Water pump I 1 and intake front pool I 12；
Wherein, water pump I 1 is connected with intake front pool I 12 by pipeline, and intake front pool liquid level control is provided with this pipeline
Valve I 2 processed；
The feed water inlet of intake front pool I 12 is connected with the water intaking water inlet of pond 10 by pipeline, and water intaking pond is provided with this pipeline
Fluid level control valve I 11；
The sewage draining exit of intake front pool I 12 dries the entrance of pond 4 with sludge and connected by managing, and is provided with blowoff valve on this pipeline
Ⅰ3；
Second water intake system includes：Water pump II 6 and intake front pool II 8；
Wherein, water pump II 6 is connected with intake front pool II 8 by pipeline, and intake front pool liquid level is provided with this pipeline
Control valve II 7；
The feed water inlet of intake front pool II 8 is connected with the water intaking water inlet of pond 10 by pipeline, and water intaking pond is provided with this pipeline
Fluid level control valve II 9；
The sewage draining exit of intake front pool II 8 dries the entrance of pond 4 with sludge and connected by managing, and is provided with blowoff valve on this pipeline
Ⅱ5；
Wherein, intake front pool I 12 and intake front pool II 8 can be that same pond body separates two accommodating portion shapes by dividing plate
Into；
Using the present invention of above-mentioned technical proposal, the first water intake system and the second water intake system alternation water intaking, generally
Alt time is defined with corresponding intake front pool bottom sediment piling height；
That is, normal operation when (water intaking of the first water intake system), water pump II 6, intake front pool fluid level control valve II 7, water intaking
Pit level control valve II 9, blowoff valve II 5 and blowoff valve I 3 are in closed mode.Open water pump I 1, intake front pool liquid level control
Valve I 2 processed, seawater enter intake front pool I 12, and computer control system (microcomputer and PLC) can pass through intake front pool I 12
In liquid level carry out intelligent control using the flow of I 2 pairs of seawater of intake front pool fluid level control valve, sea in intake front pool I 12
Water liquid enters water intaking pond 10 to water intaking pit level control valve I 11, the seawater of intake front pool after certain altitude, is opened.Computer
Control system (microcomputer and PLC) can utilize pit level control valve I 11 of fetching water by the liquid level in pond 10 of fetching water
Intelligent control is carried out to the flow of seawater.(it is usually more than 0.5 when the mud height in intake front pool I 12 reach a certain height
Rice) when, water pump II 6, intake front pool fluid level control valve II 7, water intaking pit level control valve II 9 and blowoff valve I 3 are opened, is closed
(now blowoff valve II 5 remains turned-off shape for water pump I 1, intake front pool fluid level control valve I 2 and water intaking pit level control valve I 11
State).
When the mud height in intake front pool II 8 to certain altitude (being usually more than 0.5 meter), unlatching takes sea water pump I
1st, intake front pool fluid level control valve I 2, water intaking pit level control valve I 11 and blowoff valve II 5, close water pump II 6, intake front pool
Fluid level control valve II 7, water intaking pit level control valve II 9 and blowoff valve I 3.First water intake system and the second water intake system are alternately transported
Row ensures the continuity of water intaking；
Wherein, control realizes that is, computer control system passes through intake front pool and water intaking by computer control system
The governor valve control water withdrawal in liquid level count value and corresponding pipeline on pond；
Further, wherein, using indexed plane as reference, the bottom blow-down mouth of intake front pool I 12 and intake front pool II 8
The entry position of pond 4 is dried in position higher than sludge, and this structure is used for the base sludge for realizing intake front pool I 12 and intake front pool II 8
Gravity can be relied on to flow into sludge to dry in pond, avoid and dried the silt introducing sludge that intake front pool precipitates with pump
Pond, reduce energy expenditure and cost of equipment；
Further, wherein, using indexed plane as reference, the top delivery port position of intake front pool I 12 and intake front pool II 8
Put higher than the water intaking water inlet locations of pond 10, this structure is used to realizing that the top water outlet of intake front pool I 12 and intake front pool II 8 can be with
Flowed into by gravity in water intaking pond 10, avoid the seawater that intake front pool is precipitated with pump and introduce water intaking pond, reduce energy
Consumption and cost of equipment.
The above described is only a preferred embodiment of the present invention, any formal limitation not is made to the present invention, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any to be familiar with this professional technology people
Member without departing from the scope of the present invention, when using appeal disclose technology contents make it is a little change or be modified to
The equivalent embodiment of equivalent variations, as long as being the content without departing from technical solution of the present invention, the technical spirit pair according to the present invention
Any simple modification, equivalent change and modification made for any of the above embodiments, in the range of still falling within technical solution of the present invention.
Claims (3)
1. a kind of energy-saving seawater desalinates water intake system, it is characterised in that：Including water intaking pond (10), sludge dry pond (4), first
Water intake system and the second water intake system；
First water intake system includes：Water pump I (1) and intake front pool I (12)；
Wherein, water pump I (1) is connected with intake front pool I (12) by pipeline, and intake front pool liquid level control is provided with this pipeline
Valve I (2) processed；
Intake front pool I (12) feed water inlet is connected with water intaking pond (10) water inlet by pipeline, and water intaking pond is provided with this pipeline
Fluid level control valve I (11)；
Intake front pool I (12) sewage draining exit dries pond (4) entrance with sludge and connected by managing, and is provided with blowoff valve on this pipeline
Ⅰ(3)；
Second water intake system includes：Water pump II (6) and intake front pool II (8)；
Wherein, water pump II (6) is connected with intake front pool II (8) by pipeline, and intake front pool liquid level is provided with this pipeline
Control valve II (7)；
Intake front pool II (8) feed water inlet is connected with water intaking pond (10) water inlet by pipeline, and water intaking pond is provided with this pipeline
Fluid level control valve II (9)；
Intake front pool II (8) sewage draining exit dries pond (4) entrance with sludge and connected by managing, and is provided with blowoff valve on this pipeline
Ⅱ(5)。
A kind of 2. energy-saving seawater desalination water intake system according to claim 1, it is characterised in that：Using indexed plane as ginseng
According to pond (4) entry position is dried in the position of the bottom blow-down mouth of intake front pool I (12) and intake front pool II (8) higher than sludge.
A kind of 3. energy-saving seawater desalination water intake system according to claim 1, it is characterised in that：Using indexed plane as ginseng
According to the top delivery port position of intake front pool I (12) and intake front pool II (8) is higher than water intaking pond (10) water inlet locations.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611056396.7A CN107638720A (en) | 2016-11-24 | 2016-11-24 | A kind of energy-saving seawater desalinates water intake system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611056396.7A CN107638720A (en) | 2016-11-24 | 2016-11-24 | A kind of energy-saving seawater desalinates water intake system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107638720A true CN107638720A (en) | 2018-01-30 |
Family
ID=61110091
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611056396.7A Pending CN107638720A (en) | 2016-11-24 | 2016-11-24 | A kind of energy-saving seawater desalinates water intake system |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6036866A (en) * | 1997-03-10 | 2000-03-14 | Ecodyne Water Treatment, Inc. | Apparatus and method for fluid treatment units connected in parallel |
| ES2277971T3 (en) * | 2001-05-14 | 2007-08-01 | Hyosong M. Lee | PROVISION AND PROCEDURE FOR CLEANING SOLID FINE PARTICLES OF A LIQUID SUSPENSION OF CONTINUOUS FLOW. |
| CN201415073Y (en) * | 2009-04-17 | 2010-03-03 | 上海生夏计算机科技有限公司 | Constant water level filtering control device for filter grids of filter tank |
| CN202181232U (en) * | 2011-08-23 | 2012-04-04 | 浙江省海洋开发研究院 | Coagulation turbidity-removal system for seawater |
| CN202569672U (en) * | 2012-05-14 | 2012-12-05 | 南京佳和日化有限公司 | Sloping panel sedimentation device |
| CN104944696A (en) * | 2015-06-12 | 2015-09-30 | 成都恒力达科技有限公司 | Horizontal type sewage purification device which can be buried underground |
| CN204714573U (en) * | 2015-04-28 | 2015-10-21 | 湖南兴瑞新材料研究发展有限公司 | Straight-line sewage treatment equipment |
| CN205391837U (en) * | 2016-02-25 | 2016-07-27 | 郑莉青 | Special rotation type feeding edulcoration gunbarrel system of lubricating oil reclaimation |
| CN205613093U (en) * | 2016-03-16 | 2016-10-05 | 甘肃酒钢集团宏兴钢铁股份有限公司 | Sulfur melting cauldron clear solution returns tower purifier |
| CN206214843U (en) * | 2016-11-24 | 2017-06-06 | 一重集团大连设计研究院有限公司 | A kind of energy-saving seawater desalinates water intake system |
-
2016
- 2016-11-24 CN CN201611056396.7A patent/CN107638720A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6036866A (en) * | 1997-03-10 | 2000-03-14 | Ecodyne Water Treatment, Inc. | Apparatus and method for fluid treatment units connected in parallel |
| ES2277971T3 (en) * | 2001-05-14 | 2007-08-01 | Hyosong M. Lee | PROVISION AND PROCEDURE FOR CLEANING SOLID FINE PARTICLES OF A LIQUID SUSPENSION OF CONTINUOUS FLOW. |
| CN201415073Y (en) * | 2009-04-17 | 2010-03-03 | 上海生夏计算机科技有限公司 | Constant water level filtering control device for filter grids of filter tank |
| CN202181232U (en) * | 2011-08-23 | 2012-04-04 | 浙江省海洋开发研究院 | Coagulation turbidity-removal system for seawater |
| CN202569672U (en) * | 2012-05-14 | 2012-12-05 | 南京佳和日化有限公司 | Sloping panel sedimentation device |
| CN204714573U (en) * | 2015-04-28 | 2015-10-21 | 湖南兴瑞新材料研究发展有限公司 | Straight-line sewage treatment equipment |
| CN104944696A (en) * | 2015-06-12 | 2015-09-30 | 成都恒力达科技有限公司 | Horizontal type sewage purification device which can be buried underground |
| CN205391837U (en) * | 2016-02-25 | 2016-07-27 | 郑莉青 | Special rotation type feeding edulcoration gunbarrel system of lubricating oil reclaimation |
| CN205613093U (en) * | 2016-03-16 | 2016-10-05 | 甘肃酒钢集团宏兴钢铁股份有限公司 | Sulfur melting cauldron clear solution returns tower purifier |
| CN206214843U (en) * | 2016-11-24 | 2017-06-06 | 一重集团大连设计研究院有限公司 | A kind of energy-saving seawater desalinates water intake system |
Non-Patent Citations (1)
| Title |
|---|
| 何绪文等: "《矿井水水力及资源化的理论与实践》", 30 June 2009, 煤炭出版社 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20180130 |