CN100338313C - Fresh water pool in sea - Google Patents

Fresh water pool in sea Download PDF

Info

Publication number
CN100338313C
CN100338313C CNB2005100615191A CN200510061519A CN100338313C CN 100338313 C CN100338313 C CN 100338313C CN B2005100615191 A CNB2005100615191 A CN B2005100615191A CN 200510061519 A CN200510061519 A CN 200510061519A CN 100338313 C CN100338313 C CN 100338313C
Authority
CN
China
Prior art keywords
dams
dykes
sea
fresh water
check dam
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
Application number
CNB2005100615191A
Other languages
Chinese (zh)
Other versions
CN1760460A (en
Inventor
杨继新
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNB2005100615191A priority Critical patent/CN100338313C/en
Publication of CN1760460A publication Critical patent/CN1760460A/en
Application granted granted Critical
Publication of CN100338313C publication Critical patent/CN100338313C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

The present invention relates to a freshwater reservoir in a sea, which comprises a water retaining dam, wherein a water overflow channel (12a) is arranged on the water retaining dam. The present invention is characterized in that a river channel entrance (4) is arranged on the water retaining dam, and water baffling boards (3) are movably distributed on the periphery of the upper end part of the water retaining dam positioned in the sea; the water retaining dam is rectangular and formed by a surrounding of four dams, wherein dams (11, 12, 13) in three directions are built in the surface of the sea, the other dam is an original sea dam (1), and the river channel entrance (4) is positioned on the original sea dam (1). Compared with the prior art, the present invention has the advantages that farmland is not occupied, only dams are built and work of move, blasting, excavation, etc. is not needed, which saves land resource, reduces investment on a vast scale, simplifies construction of reservoirs of super large volume. In addition, compared with traditional dams, the present invention adds a plurality of movable water baffling boards and waterproof clothes which can effectively prevent pollution of water and reduce damage of the sea to people.

Description

Marine fresh water reservoir
Technical field
The present invention relates to a kind of hydraulic engineering technical field, especially refer to a kind of marine fresh water reservoir that is built on the sea.
Background technology
China is that fresh water lacks one of state, and for production and the living water use that solves people, government had made to be determined to develop seawater resources, but was costly after all.On the other hand, we have river, the river of flood tide to enter big Hiroad every year is seawater, become seawater with its fresh water such as grade and extract again, why not before entering the sea, it is stored away? reason is very simple, builds reservoir on land and has not only taken up an area of but also consume huge fund.An existing application number is 99122586.4 and is called that the Chinese invention patent of " method of marine storing fresh water " discloses a kind of method of storing up fresh water at sea, its imagination better, but its shortcoming is just with the fresh water transferring position, and does not fundamentally solve the shortage problem of freshwater resources.Also have a kind of in March, 1997 China Hohai University journal the 25th volume the 2nd phase title " choose reasonable of tidal land reservoir filling position " that has been published in to disclose a kind of structure, its content is: the tidal land reservoir is that fill all around surrounds reservoir on tidal land, the water lift warehouse-in stores from the network of waterways, and earth embankment is the major project of reservoir.Build the tidal land reservoir, retaining fresh water is an effective way that solves the disparities between supply and demand of water.Four kitchen range Pu tidal land reservoirs are positioned at Hangzhou Wan south bank, surround reservoir by mount all around, and reservoir Bei Di faces Hangzhou Wan.But its shortcoming is that only the height of rational position, cost, capacity and dykes and dams is selected in prompting, does not provide the concrete structure that prevents effectively fresh water pollution in the storehouse, so its structure awaits to improve.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of at above-mentioned prior art present situation and do not take cultivated land, need not move and only build dykes and dams and economize the land resource, invest low and can prevent marine fresh water reservoir to fresh water pollution in the storehouse effectively.
The present invention solves the problems of the technologies described above the technical scheme that is adopted: this marine fresh water reservoir, include check dam, on check dam, have spillway, described check dam has the river course inlet on it, it is characterized in that being distributed with water baffle versatilely, and in check dam, be provided with continuous canvas cloth in the periphery that is positioned at marine check dam upper end.
As improvement, its profile of described check dam can be preferably square four dykes and dams and surround, and wherein three dykes and dams are built by laying bricks or stones in the sea, and another is former sea dykes, and described river course inlet is positioned on the former sea dykes; In order to play more anti-pollution, described continuous its top of canvas cloth is fixed with the plastic foam piece of floating power effect a little more than the water surface and on the end, its bottom hangs with the weight that canvas cloth is erect near the sea bed position, and has water outlet with the river course inlet on the canvas cloth of one side; This canvas cloth can parallel with being positioned at three marine dykes and dams respectively, and be floated on respectively with the check dam of three dykes and dams away from a segment distance position in.
As further improvement, described spillway is positioned on the dykes and dams relative with the river course inlet, and on the dykes and dams that are positioned at these both sides, spillway bottom, can have emptying gate; And described water baffle can be arc, and the one end is fixed with the plastic foam piece of floating power effect, and the other end is embedded in the base for being arranged at the dykes and dams periphery movably; And the structure that described water baffle is arranged in the base movably can be preferably by the rotating shaft connection, can certainly be that hinge connects, and specifically can decide by specific requirement.And water baffle engagement edge place each other can be provided with the water stopping trough that cooperatively interacts.
Improve again, described check dam may be selected to be ellipse, circle, trapezoidal or polygon, the dykes and dams that can certainly be other shape surround, also can be provided with continuous canvas cloth in the described check dam, the top of canvas cloth is fixed with the plastic foam piece of floating power effect a little more than the water surface and on the end, its bottom hangs with the weight that canvas cloth is erect near the sea bed position, and has water outlet with the river course inlet on the canvas cloth of one side; And the bottom of described check dam also can have emptying gate.
Compared with prior art, the present invention uses because of employing will enter marine fresh water, enters marine entrance in the river course and builds a reservoir, and be distributed with water baffle movably in the periphery that is positioned at marine check dam upper end.The source that the invention has the advantages that water is river, river, rainwater and life sewage, and is just recycling through simple process, and it is secure to originate; And do not take cultivated land, only build dykes and dams and don't need do resettlement, explosion and excavation work etc., not only economize the land resource but also reduced investment significantly, and be easy to build up the reservoir of vast capacity; Also having the present invention to compare with conventional dam has increased mobilizable water baffle of part and dash canvas cloth, and they can prevent seawater effectively to Fresh Water Pollution in the storehouse, and can stop the impact of wave to a certain extent, thereby reduces the harm of wave to people; Have the present invention of being to build because of artificial again, its geographical position and outward appearance can be selected and design on request, and superior geographical location can also be visited for the visitor, and also can culture aquatic product in reservoir as tourism resource with the profile that is designed beautifully like this.So the present invention is a kind of invention very ingenious, utilization is worthy to be popularized.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the invention;
Fig. 2 is the sectional view of A-A line among Fig. 1;
Fig. 3 is that canvas cloth is provided with schematic diagram among Fig. 1 in water;
Fig. 4 is that canvas cloth is subjected to drawing of site under the impulse force situation of water among Fig. 3;
Fig. 5 is the sectional view of water baffle among Fig. 1;
Fig. 6 is the sectional view when water baffle is combined together each other among Fig. 1;
Fig. 7 is the state diagram of water baffle when no sea beat among Fig. 1;
Fig. 8 is the state diagram of water baffle under extra large sea beat among Fig. 7.
The specific embodiment
Embodiment describes in further detail the present invention below in conjunction with accompanying drawing.
Extremely shown in Figure 8 as Fig. 1, the marine fresh water reservoir of present embodiment, include check dam, on check dam, have spillway 12a and river course inlet 4, this check dam is that square four dykes and dams surround, and three dykes and dams 11,12,13 are built by laying bricks or stones in the sea, and another is former sea dykes 1, and described river course inlet 4 is positioned on the former sea dykes 1.Be distributed with water baffle 3 movably in the periphery that is positioned at three marine dykes and dams 11,12,13 upper ends.See shown in Figure 1, described water baffle 3 is an arc, see Fig. 5, Fig. 7 and shown in Figure 8, the one end is fixed with the plastic foam piece 31 of floating power effect, be embedded in base 11a flexible connection and the other end is by rotating shaft 32 and be arranged at dykes and dams 11,12,13 peripheries, certainly water baffle 3 also can be other movable connection method, as the hinge connection etc., specifically can decide by design.And described water baffle 3 its engagement edge places each other also are provided with the water stopping trough 33 that cooperatively interacts.Be provided with continuous canvas cloth 2 in the described check dam, the top of canvas cloth 2 is fixed with the plastic foam piece 21 of floating power effect a little more than the water surface and on the end, its bottom hangs with the weight 22 that canvas cloth 2 is erect near the sea bed position, and on the canvas cloth 2 of one side, have water outlet 23 with river course inlet 4, and this canvas cloth 2 to be paralleling with being positioned at marine three dykes and dams 11,12,13 respectively, and be floated on respectively with three dykes and dams 11,12,13 check dam away from a segment distance position in.And described overfall gap 12a is positioned at the river course and enters the mouth on the 4 relative dykes and dams 12, and on the dykes and dams 12 that are positioned at both sides, this spillway 12a bottom, has emptying gate 12b.
Certainly above-mentioned check dam also can be that the dykes and dams of circular, oval, trapezoidal, polygon or other kind of shape surround, concrete shape can be decided by design, continuous canvas cloth 2 can be provided with in the described check dam, and also emptying gate 12b can be had in the bottom of described check dam.

Claims (10)

1, a kind of marine fresh water reservoir, include check dam, on check dam, have spillway (12a), described check dam has river course inlet (4) on it, it is characterized in that being distributed with water baffle (3) versatilely, in check dam, be provided with continuous canvas cloth (2) in the periphery that is positioned at marine check dam upper end.
2, marine fresh water reservoir according to claim 1, it is characterized in that described check dam is that square four dykes and dams surround, and wherein three dykes and dams (11,12,13) are built by laying bricks or stones in the sea, and another is former sea dykes (1), and described river course inlet (4) is positioned on the former sea dykes (1).
3, marine fresh water reservoir according to claim 2, it is characterized in that described continuous its top of canvas cloth (2) is fixed with the plastic foam piece (21) of floating power effect a little more than the water surface and on the end, its bottom hangs with the weight (22) that canvas cloth (2) is erect near the sea bed position, and has water outlet (23) with river course inlet (4) on the canvas cloth (2) of one side.
4, marine fresh water reservoir according to claim 3, it is characterized in that described canvas cloth (2) paralleling with being positioned at marine three dykes and dams (11,12,13) respectively, and be floated on respectively with the check dam of three dykes and dams (11,12,13) away from a segment distance position in.
5, according to the described marine fresh water reservoir of arbitrary claim in the claim 1 to 4, it is characterized in that described overfall gap (12a) is positioned on the dykes and dams (12) relative with river course inlet (4), and on the dykes and dams (12) that are positioned at this spillway (12a) both sides, bottom, have emptying gate (12b).
6, according to the described marine fresh water reservoir of arbitrary claim in the claim 1 to 4, it is characterized in that described water baffle (3) is an arc, the one end is fixed with the plastic foam piece (31) of floating power effect, and the other end is for to be arranged in the pre-buried base (11a) of dykes and dams (11,12,13) periphery movably.
7, marine fresh water reservoir according to claim 6 is characterized in that the structure that described water baffle (3) is arranged in the base (11a) movably is to connect or the hinge connection by rotating shaft (32).
8, marine fresh water reservoir according to claim 6 is characterized in that its engagement edge place each other of described water baffle (3) is provided with the water stopping trough (33) that cooperatively interacts.
9, marine fresh water reservoir according to claim 1, it is characterized in that described check dam surrounds for oval or polygonal dykes and dams, be provided with continuous canvas cloth (2) in the described check dam, the top of canvas cloth (2) is fixed with the plastic foam piece (21) of floating power effect a little more than the water surface and on the end, its bottom hangs with the weight (22) that canvas cloth (2) is erect near the sea bed position, and has water outlet (23) with river course inlet (4) on the canvas cloth (2) of one side.
10, marine fresh water reservoir according to claim 9 is characterized in that the bottom of described check dam has emptying gate (12b).
CNB2005100615191A 2005-11-11 2005-11-11 Fresh water pool in sea Expired - Fee Related CN100338313C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2005100615191A CN100338313C (en) 2005-11-11 2005-11-11 Fresh water pool in sea

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2005100615191A CN100338313C (en) 2005-11-11 2005-11-11 Fresh water pool in sea

Publications (2)

Publication Number Publication Date
CN1760460A CN1760460A (en) 2006-04-19
CN100338313C true CN100338313C (en) 2007-09-19

Family

ID=36706672

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2005100615191A Expired - Fee Related CN100338313C (en) 2005-11-11 2005-11-11 Fresh water pool in sea

Country Status (1)

Country Link
CN (1) CN100338313C (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108005020A (en) * 2017-12-20 2018-05-08 黄信宇 Changeable baffle device for water
CN107869132A (en) * 2017-12-20 2018-04-03 黄信宇 Combined water-retaining apparatus

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10331140A (en) * 1997-05-30 1998-12-15 Maeda Corp Marine structure with fresh water collecting facility
JPH1113039A (en) * 1997-06-25 1999-01-19 Hiromi Ichikawa Water storage device for river
CN1303818A (en) * 1999-12-01 2001-07-18 中国科学院海洋研究所 Method for storing fresh water on the sea
CN1408958A (en) * 2002-08-15 2003-04-09 张谦 Flexible dam with aid of buoyancy and its construction method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10331140A (en) * 1997-05-30 1998-12-15 Maeda Corp Marine structure with fresh water collecting facility
JPH1113039A (en) * 1997-06-25 1999-01-19 Hiromi Ichikawa Water storage device for river
CN1303818A (en) * 1999-12-01 2001-07-18 中国科学院海洋研究所 Method for storing fresh water on the sea
CN1408958A (en) * 2002-08-15 2003-04-09 张谦 Flexible dam with aid of buoyancy and its construction method

Also Published As

Publication number Publication date
CN1760460A (en) 2006-04-19

Similar Documents

Publication Publication Date Title
CN103821107B (en) Casing and plate combined ecological bank protection structure
CN203795372U (en) Box body and inserted plate combined type ecological bank protection structure
CN203373705U (en) Ecological slope protection
CN110184994B (en) Combined submerged dike structure and manufacturing method thereof
CN103866817B (en) Water intake pumping station
CN102518085A (en) Ecological water retaining dam
CN107059769A (en) A kind of utilization mangrove and coral are layered the coast protection structure for the wave that disappears
CN102322155A (en) Unconcerned table sea, multi-functional Great Wall and sandstorm control
CN102433857B (en) Ecological type artificial coast with functions of pollution controlling and coast body self cleaning
CN100338313C (en) Fresh water pool in sea
CN203960942U (en) Water intake pumping station
CN106192878A (en) The floating wave-absorbing bank of energy dissipation type easy accessibility
CN108797512A (en) Expansible elastic floating breakwater and its method of construction
CN211172057U (en) Offshore single-pile foundation with cement mixing pile reinforced foundation
CN201686963U (en) Riprap slope-type breakwater with supporting frame inside
CN201746812U (en) Ecological revetment-reinforced structure for shoreside trees of wetlands
CN207109727U (en) A kind of bulwark and its mounting structure of prefabricated band flower trough
CN216108324U (en) Coastal ecological bank protection structure
CN113481940A (en) Green ecological hollow square slope protection structure of seawall
CN211200273U (en) Floating ecological wave-absorbing revetment
CN204174576U (en) Antiseepage sea wall
CN209798657U (en) movable caisson breakwater structure
CN106836119A (en) A kind of layer-stepping submerged breakwater
CN113832906A (en) Multifunctional flood control wall type with landscape, leisure, flood control and the like
CN210482182U (en) Double-river structure for constructing ecological circulating water system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070919

Termination date: 20091211