CN200992499Y - Large-sized sea water self-cleaning-filtering water intake well - Google Patents
Large-sized sea water self-cleaning-filtering water intake well Download PDFInfo
- Publication number
- CN200992499Y CN200992499Y CN 200620168584 CN200620168584U CN200992499Y CN 200992499 Y CN200992499 Y CN 200992499Y CN 200620168584 CN200620168584 CN 200620168584 CN 200620168584 U CN200620168584 U CN 200620168584U CN 200992499 Y CN200992499 Y CN 200992499Y
- Authority
- CN
- China
- Prior art keywords
- well
- water
- water intake
- rubble
- pump
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Physical Water Treatments (AREA)
Abstract
The utility model discloses a large filter water intake well with seawater self-cleaning, which includes a pump room of water intake, a small hoisting machine, a large water intake pump, a hair stone well and a device for sterilization and algae killing. Said small hosting machine is equipped at the top of the pump room of water intake; said hair stone, whose periphery is encased by a gravel layer where gravel particles are gradually thicker from interior to exterior, is equipped in the bottom of the pump room water intake; the pipeline of said device for sterilization and algae killing leads to a hair stone well; a catch-water well, whose one end is in the fine stone layer near the hair stone well and another end is through the inside of the hair stone well, is equipped in the wall of the hair stone well. A pump base, whose upside is equipped with a large pump of water intake, is fixed at the top of the hair stone well. The model utility, which has the characteristics of better antipollution effect, stable seawater intake amount and good water quality etc., could be widely applied to the industrial water treatment.
Description
Technical field
The utility model relates to a kind of Treatment of Industrial Water device, relates in particular to a kind of large-scale seawater self-stip and filters water intake well.
Background technology
Along with the development of society, industrial everdeveloping cause continues to increase the application of water resources.Because of Freshwater resources are limited, so coastal cities are to constantly feeling one's way on the engineerings such as process water seawaterization, sea water desaltination, to solve current fresh water crisis.
At present, known large-scale seawater water intake facilities adopt be that sea bed filters water intake well, surface seawater is directly fetched water and method such as submerged pipeline water intaking, positive effect has been played in the utilization of seawater.But these seawater method for fetching water are subject to the influence of stormy waves, tidal level difference and red tide etc., water quality and water yield instability, especially in the more serious marine site of damage ratio, water intaking water quality is very poor, not only increase the cost of follow-up water treatment, even shortened the work-ing life of follow-up water treating equipment greatly.
Summary of the invention
In order to overcome the deficiency of above technology, the utility model provides a kind of large-scale seawater self-stip filtration water intake well of shortcomings such as the water yield instability of seawater water intake facilities, water quality inferiority in the past that overcome.Its technical solution is achieved in that
Water intake well is filtered in a kind of large-scale seawater self-stip, it is characterized in that comprising water intaking pump house, small-sized hoisting machine, large-scale water intaking pump, rubble well and sterilization algae removal device; Described small-sized hoisting machine is installed in the top of water intaking pump house; Described rubble well location is in the below of water intaking pump house; The periphery of rubble well by rubble grain from inside to outside gradually the metalling of chap encase; The pipeline of described sterilization algae removal device leads in the rubble well; On the borehole wall of described rubble well header is housed; One end of header is positioned at the microlith layer of metalling near the rubble well, and the other end leads to the inside of rubble well; The top station pump base of described rubble well is equipped with large-scale water intaking pump above the water pump base; Described metalling is 4～8 layers; Being covered with bed board around the described water pump base walks on stage; Described small-sized hoisting machine is installed on the slide rail at top of water intaking pump house; Described small-sized hoisting machine is installed on the fixedly suspension system at top of water intaking pump house.
Owing to adopted technique scheme, the advantage that water intake well is filtered in the large-scale seawater self-stip that the utility model provides is conspicuous, it not only can overcome the water yield instability of seawater water intake facilities in the past, the shortcoming of water quality inferiority, and still can obtain the higher seawater of quality in the more serious marine site of damage ratio, seawater there is good coarse filtration effect, can reach antipollution effect, and realize the self-stip function of water intake well by the tidal action of ocean.The seawater water intaking water yield is stable, and water quality is good, compares with other equal water intake facilities, the work-ing life that can reduce follow-up cost of water treatment and improve follow-up water treating equipment.
Description of drawings
Fig. 1 is a structural scheme of mechanism of the present utility model.
Fig. 2 is a vertical view of the present utility model.
Among the figure: 1, water intaking pump house, 2, small-sized hoisting machine, 3, large-scale water intaking pump, 4, metalling, 5, the rubble well, 6, intake pipe, 7, header, 8, the sterilization algae removal device, 9, the water pump base, 10, bed board walks on stage, 11, rising pipe, 12, slide rail.
Embodiment
As depicted in figs. 1 and 2, when the utility model is implemented according to field condition, exploration seawater water intaking ground closes on the marine site, select the place that sea situation is preferable, pollution is less, the depth of water is dark, geologic framework is fit to building construction, build this water intake well, water intake well generally is located at 20～30 meters of water front off sea, and by anti-sea wall or wave protection wall and sea isolation, to reduce the influence of bank factor to the water source as far as possible.When rubble well 5 is built by laying bricks or stones, determine header 7 calibers and quantity according to water withdrawal, and arrange in certain sequence, after rubble well 5 is built moulding by laying bricks or stones, need to form metalling 4 with various varigrained gravel backfill, the rubble granularity is more and more thicker away from rubble well direction, Zong the number of plies can reach 4～8 layers with the quality of seawater quality, each metalling 4 backfills height should exceed maximum water level.The pump house 1 of wherein fetching water is positioned at rubble well 5 tops, and be equipped with small-sized hoisting machine 2 to implement to the walk on stage installation and maintenance of equipment such as 10 of water intaking pump, base, bed board, small-sized hoisting machine 2 can be installed according to the size of facility in the well, it can be installed on the slide rail 12 when water intake well is bigger; Small-sized well then can be equipped with fixedly suspension system in the corresponding position of water intaking pump house 1, and small-sized hoisting machine 2 adopts the mobile hoisting machine.Large-scale water intaking pump 3 is installed on the base 9, is equipped with bed board around it and walks on stage and 10 play the safety precaution effect; This water intake well is transported to follow-up water treatment via rising pipe 11 and implements by intake pipe 6 extracting seawater from rubble well 5.
Water intake well should adopt the lift pump of big flow to carry out well-flushing before use.Also to be generally liquid chlorine sterilization, chlorine dioxide generator or ozonizer device etc. to regularly carrying out disinfection sterilization in the rubble well 5 in the use by sterilization algae removal device 8 to guarantee the requirement of the water quality and the water yield.
The above; it only is the preferable embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses; be equal to replacement or change according to the technical solution of the utility model and inventive concept thereof, all should be encompassed within the protection domain of the present utility model.
Claims (5)
1, water intake well is filtered in a kind of large-scale seawater self-stip, it is characterized in that comprising water intaking pump house (1), small-sized hoisting machine (2), large-scale water intaking pump (3), rubble well (5) and sterilization algae removal device (8); Described small-sized hoisting machine (2) is installed in the top of water intaking pump house (1); Described rubble well (5) is positioned at the below of water intaking pump house (1); The periphery of rubble well (5) by rubble grain from inside to outside gradually the metalling of chap (4) encase; The pipeline of described sterilization algae removal device (8) leads in the rubble well (5); Header (7) is housed on the borehole wall of described rubble well (5); One end of header (7) is positioned at the microlith layer of metalling (4) near rubble well (5), and the other end leads to the inside of rubble well (5); The top station pump base (9) of described rubble well (5) is equipped with large-scale water intaking pump (3) above the water pump base (9).
2, water intake well is filtered in large-scale seawater self-stip according to claim 1, it is characterized in that described metalling (4) is 4～8 layers.
3, water intake well is filtered in large-scale seawater self-stip according to claim 1, it is characterized in that described water pump base (9) around be covered with bed board walk on stage (10).
4, water intake well is filtered in large-scale seawater self-stip according to claim 1, it is characterized in that described small-sized hoisting machine (2) is installed on the slide rail (12) at top of water intaking pump house (1).
5, water intake well is filtered in large-scale seawater self-stip according to claim 1, it is characterized in that described small-sized hoisting machine (2) is installed on the fixedly suspension system at top of water intaking pump house (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620168584 CN200992499Y (en) | 2006-12-21 | 2006-12-21 | Large-sized sea water self-cleaning-filtering water intake well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620168584 CN200992499Y (en) | 2006-12-21 | 2006-12-21 | Large-sized sea water self-cleaning-filtering water intake well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200992499Y true CN200992499Y (en) | 2007-12-19 |
Family
ID=38945574
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620168584 Expired - Fee Related CN200992499Y (en) | 2006-12-21 | 2006-12-21 | Large-sized sea water self-cleaning-filtering water intake well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200992499Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109248497A (en) * | 2018-09-30 | 2019-01-22 | 浙江大学舟山海洋研究中心 | Seawater self-cleaning filter device and method |
| CN111648436A (en) * | 2018-10-16 | 2020-09-11 | 李玉玉 | Tidal seawater taking device and method |
-
2006
- 2006-12-21 CN CN 200620168584 patent/CN200992499Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109248497A (en) * | 2018-09-30 | 2019-01-22 | 浙江大学舟山海洋研究中心 | Seawater self-cleaning filter device and method |
| CN109248497B (en) * | 2018-09-30 | 2021-02-02 | 浙江大学舟山海洋研究中心 | Seawater self-cleaning filtering device and method |
| CN111648436A (en) * | 2018-10-16 | 2020-09-11 | 李玉玉 | Tidal seawater taking device and method |
| CN111648436B (en) * | 2018-10-16 | 2021-05-28 | 南京溧水高新产业股权投资有限公司 | Tidal seawater taking device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100595167C (en) | Ecological restoring and maintaining method for landscape water body | |
| CN102824781B (en) | Method for filtering and separating suspended maters from water and filtering device used in method | |
| CN103408095A (en) | Floating self-propelled solar energy water body purifier | |
| CN102674549A (en) | Treatment method for applying urban reclaimed water to landscape water | |
| CN102505665A (en) | Sand filtering dam | |
| CN203021357U (en) | Assembly type river water purifying device for enhancing sand sedimentation by means of physical and ecological synergy | |
| CN102167470B (en) | Ecological self-maintaining device of landscape water body | |
| CN200992499Y (en) | Large-sized sea water self-cleaning-filtering water intake well | |
| CN106192878B (en) | The floating wave-absorbing bank of energy dissipation type convenient disassembly | |
| CN204982778U (en) | High -efficient artifical lake system that adjusts that purifies | |
| CN103755085A (en) | Device and method for removing algal bloom and purifying algae source in branch reservoir bay of channel reservoir | |
| CN207160128U (en) | A kind of large-scale seawater intake strucure of box culvert-type and constructing structure | |
| CN203333445U (en) | Stepped sewage infiltration purification system | |
| CN104529073A (en) | Solar-driven constructed-wetland purification treatment system for landscape water body | |
| CN112811726A (en) | Advanced sewage treatment device and application thereof | |
| CN204356202U (en) | The Constructed Wetland For Purifying landscape water body treatment unit of Driven by Solar Energy | |
| CN106380042A (en) | Circulating water purification system and method applicable to lakes | |
| CN114651672B (en) | Muddy coast ecological restoration and disaster reduction space system | |
| KR101915140B1 (en) | Remotely adjustable water purification and water solar power system | |
| CN206645966U (en) | Formula of drifting along water treatment system | |
| CN107261567B (en) | Method for improving transparency of black and odorous water body and promoting natural growth of submerged plants | |
| CN113216073B (en) | Coastal wetland construction and reclamation method for ecological reclamation of enclosed sea | |
| CN107010726B (en) | One kind is drifted along formula water purification system | |
| CN211338977U (en) | Ecological cycle purifying and filtering system for river channel treatment | |
| CN113575491A (en) | Aquaculture tail water ecological coupling clean system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: YIZHONG GROUP DALIAN DESIGN INSTITUTE CO., LTD. Free format text: FORMER NAME: YIZHONG GROUP DALIAN DESIGN INSTITUTE |
|
| CP03 | Change of name, title or address |
Address after: No. 96, northeast street, Dalian economic and Technological Development Zone, Liaoning, China: 116600 Patentee after: Dalian Design Institute Co., Ltd., China First Heavy Industries Address before: No. 96, northeast street, Dalian economic and Technological Development Zone, Liaoning, China: 116600 Patentee before: Dalian Design Academy, Yizhong Group |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071219 Termination date: 20151221 |
|
| EXPY | Termination of patent right or utility model |