CN103266644B - Device combined with main tower of water intake tower of reservoir for avoiding algae - Google Patents
Device combined with main tower of water intake tower of reservoir for avoiding algae Download PDFInfo
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- CN103266644B CN103266644B CN201310099002.6A CN201310099002A CN103266644B CN 103266644 B CN103266644 B CN 103266644B CN 201310099002 A CN201310099002 A CN 201310099002A CN 103266644 B CN103266644 B CN 103266644B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 71
- 241000195493 Cryptophyta Species 0.000 title claims abstract description 43
- 230000000694 effects Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 abstract 2
- 239000010959 steel Substances 0.000 abstract 2
- 239000002352 surface water Substances 0.000 description 5
- 239000003651 drinking water Substances 0.000 description 4
- 235000020188 drinking water Nutrition 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000033001 locomotion Effects 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 239000005422 algal bloom Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
- 239000005437 stratosphere Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000005436 troposphere Substances 0.000 description 1
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Abstract
The invention discloses a device combined with a main tower of a water intake tower of a reservoir for avoiding algae. The device comprises a main tower and an auxiliary tower, wherein the main tower is provided with an operating room, the water in a main tower body is fed out by a pressure round pipe of the main tower; most part of the auxiliary tower is opened facing to one side of the reservoir; the water in the auxiliary tower is fed out by a pressure round pipe of the auxiliary tower; a stop log gate is arranged in the auxiliary tower; the stop log gate consists of an upper stop log gate and a lower stop log gate; the stop log gate raises and falls along with the on-off of a winch which is arranged above a auxiliary tower body, wherein the upper stop log gate is fixed on the top wall of the auxiliary tower; the lower stop log gate is fixed on the bottom wall of the auxiliary tower; the space between the upper stop log gate and the lower stop log gate is used as the active water intake port of the auxiliary tower; the upper stop log gate and the winch are connected by a first steel wire rope; and the upper stop log gate and the lower stop log gate are connected by a second steel wire rope between the stop log gates. The device is flexible to operate and simple in structure; by adopting the device, a certain effect of avoiding algae and aquatic organism of the surface of the reservoir is obtained.
Description
Technical field
The invention belongs to reservoir stratified pumping technical field, be specifically related to a kind of combination with reservoir intake tower king-tower and evade the device of algae, Main Function enters in reservoir intake tower king-tower in evading algae.
Background technology
Water is Source of life, and drinking water quality is directly connected to huge numbers of families' health, and the height of drinking water quality has reflected a country economy and social development levels from a side.Provide high mark drinking-water to citizen, to prevent disease, improve people's the general level of the health and quality of life important in inhibiting.Rapid with urban development, water requirement increases, and shortage of water resources problem is day by day serious.In in the past more than 50 year, China has built large quantities of reservoir filling engineerings, and therefore large-scale Hu Ku water source becomes the important drinking water source in city gradually.
By the characteristic of distribution of water temperature, reservoir can be divided into into stratotype and the large class of mixed type two.Become stratotype reservoir to have larger water temperature gradient along depth of water direction, storehouse lower floor waterborne is difficult to mix, and the laminar flow part that inflow outflow causes and other stagnation parts are separated from each other.Bottom water temperature changes very little within 1 year.Because the big-and-middle-sized reservoir depth of water after building dam strengthens, vertical Temperature Distribution is three levels: the higher troposphere that is called of upper strata temperature; The lower stratosphere that is called of lower floor's temperature; Middle changeover portion is called the temperature layer that jumps.Winter, bucket temperature was not high, there is no significant thermocline; Summer, water surface temperature was higher, and thermocline is just more remarkable.Due to density difference to some extent between each layer of reservoir, according to density current theory, in storehouse, current stratification distributes, and along the depth of water, catenary motion is constrained, and horizontal movement is strengthened.At the beginning, the water of all levels all flows to before dam earial drainage.Once if form a kind of stable earial drainage state, will outlet form near elevation vertical strict earial drainage layer, one deck density almost constant water quality just discharged to downstream.Therefore,, if sluiced from different elevations, water quality difference is very large.
Solar radiation spring and summer strengthens, most Hu Ku top layer algal bloom, and top layer algae has been limited the transmission of oxygen; Bottom of the reservior, lake layer dissolved oxygen is throughout the year lower, and deposition substrate is releasing nutrients salt, iron and manganese under LDO impact, is that bottom pollutant levels are higher; In upwards storehouse, lake water quality layering of depth, Hu Ku water quality parameter such as frustule content, organic matter, heavy metal, pH, dissolved oxygen, turbidity on different depth is also obviously different.In summary, due to lake warehouse temperature layering, physics, chemistry and the biology of savings water change, and finally cause the layering of Reservoir Water Quality.
Stratified pumping adopts more in the U.S. and Japan.Great majority are to utilize intake tower, on tower wall, have intake along different height, and utilizing machinery is power starting gate, and this mode can obtain the water that water temperature and water quality meet the demands.But be algae burst season comparatively frequently summer, the fixing intake in summer has comparatively fixing sluicing layer thickness, is difficult to active dodge containing the former water of algae, and a large amount of algae are brought into intake tower, will increase the difficulty of water factory's processing and the expense of water treatment.In this case, water tower reveals limitation to obtaining high-quality original water gauge, has given prominence to the selective deficiency that water tower is fetched water to water quality.This can not tackle the algae that the water level that may change at any time causes and be brought into water tower with regard to showing intake, thereby needs new technology and equipment carry out transformation and optimization again to selective withdrawal tower.
Solar radiation spring and summer strengthens, amount reproduction algae within the scope of domestic most Hu Ku top layer in recent years, and in the certain limit of top layer, algae aquatile content increases.Under present case, in order to take the source water of high-quality, how strengthening the selective of intake tower, how to evade containing the former water of algae, how to control and choose the former water lower containing algae degree, is one of problem of paying close attention to of those skilled in the art.
The data-searching of carrying out according to applicant, does not also find active dodge containing the former water of algae and a kind of bibliographical information of initiatively inducing reservoir intake water intaking boundary to further investigate.
Summary of the invention
During for above-mentioned water intaking, existence can not active dodge containing the defect of algae superficial water, the object of the invention is to, provide a kind of combination with reservoir intake tower king-tower to evade the device of algae, reach the object of evading algae.This device flexible operation, simple in structure, has certain effect evading reservoir surface algae and aquatile, solved comparatively neatly due to summer algae increase the problem of the water quality inferiority that causes fetching water, improved water intaking water quality.
For realizing above-mentioned technical assignment, the present invention takes following technical scheme to be achieved:
A kind of combination with reservoir intake tower king-tower evaded the device of algae, comprise the king-tower with operation room, king-tower is sent the water in king-tower tower body by king-tower pressure round pipe, it is characterized in that, also comprise that one is just being opened wide most secondary tower to a side of reservoir area, secondary tower is sent the water in secondary tower by secondary tower pressure round pipe, in secondary tower, be provided with Stoplog gate, this Stoplog gate is made up of upper Stoplog gate and lower Stoplog gate, the hoist engine that Stoplog gate arranges by secondary tower tower body top opens and closes and lifting, wherein, upper Stoplog gate is fixed on the roof of secondary tower, lower Stoplog gate is fixed on the diapire of secondary tower, space between upper Stoplog gate and lower Stoplog gate is as the active intake of secondary tower, between upper Stoplog gate and hoist engine, be connected by the first wire rope, upper Stoplog gate is connected by the second wire rope between Stoplog gate with lower Stoplog gate.
Of the present invention combination with reservoir intake tower king-tower evaded the device of algae, along with being hung in the lifting of wire rope of upper Stoplog gate, initiatively intake lifting thereupon within the specific limits.With Fluent software, this device is simulated, interpretation of result can obtain: the position of secondary tower active intake can directly affect the water intaking scope of king-tower intake.When secondary tower active intake is positioned on king-tower intake, upper strata algae-containing water body mainly flows out from secondary tower, avoids algae to enter king-tower.Be applicable to top layer algae content excessive, have the degree of depth difference of surface water according to the difference of water level and algae, can, by lifting secondary tower intake, choose the former water of high-quality.
Compared with prior art, there is following technological merit:
1) evade algae stronger
According to at-once monitor data, the position of secondary tower intake is accurately located, and then secondary tower will take out containing the former water of algae, guarantee to enter algae in the former water of king-tower and kept low content state.Reduce water factory and processed algae expense, there is certain economic worth.
2) simple in structure
This apparatus structure is by intake tower and Stoplog gate, and secondary tower internal construction is made up of upper and lower section of Liangmen, has formed movably intake between Stoplog gate.The driving force of mobile intake is from the hoist engine in operation room.
3) simple operation
According to on-the-spot water level and correlation water data, only need to open hoist engine, just can arrive the operation of evading algae.
Accompanying drawing explanation
Fig. 1 is combined the device generalized section of evading algae with reservoir intake tower king-tower;
Fig. 2 is combined the device front schematic view of evading algae with reservoir intake tower king-tower;
Fig. 3 is combined with reservoir intake tower king-tower to evade two kinds of operating mode schematic diagrames of device of algae, and wherein, Fig. 3 (a) is secondary tower intake upper limit position, and Fig. 3 (b) is secondary tower intake lower position;
Fig. 4 is Stoplog gate and Stoplog gate gate slot structural representation in secondary tower;
Fig. 5 is the upper and lower Stoplog gate schematic diagram of secondary tower, and wherein, Fig. 5 (a) is upper Stoplog gate, and Fig. 5 (b) is lower Stoplog gate;
Mark in figure represents respectively: 1a, king-tower surface water taking mouth, 1b, king-tower middle layer water withdrawal mouth, 1c, king-tower bottom intake, 2, king-tower, 3a, king-tower pressure round pipe, 3b, secondary tower pressure round pipe, 4, operation room, 5, initiatively intake of secondary tower, 6, secondary tower, 6a, secondary tower tower wall, 7, Stoplog gate, 7a, upper Stoplog gate, 7b, lower Stoplog gate, 8, hoist engine, 9, the first wire rope, 10, Stoplog gate gate slot, 11, the second wire rope.
Below in conjunction with drawings and Examples, the present invention is described in further detail.
The specific embodiment
Referring to Fig. 1, the present embodiment provides a kind of combination with reservoir intake tower king-tower and evades the apparatus structure of algae, comprise the king-tower 2 with operation room 4, king-tower 2 is sent the water in king-tower 2 by king-tower pressure round pipe 3a, also comprise that one is just being opened wide most secondary tower 6 to a side of reservoir area, secondary tower 6 is sent the water in secondary tower 6 by secondary tower pressure round pipe 3b, in secondary tower 6, be provided with Stoplog gate 7, this Stoplog gate 7 is made up of upper Stoplog gate 7a and lower Stoplog gate 7b, the hoist engine 8 that Stoplog gate 7 arranges by secondary tower tower body 6 tops opens and closes and lifting, wherein, upper Stoplog gate 7a is fixed on the roof of secondary tower 6, lower Stoplog gate 7b is fixed on the diapire of secondary tower 6, space between upper Stoplog gate 7a and lower Stoplog gate 7b is as the active intake 5 of secondary tower 6, between upper Stoplog gate 7a and hoist engine 8, be connected by the first wire rope 9, upper Stoplog gate 7a is connected by the second wire rope 11 between Stoplog gate with lower Stoplog gate 7b.
In the present embodiment, there is the Stoplog gate gate slot 10 of placing Stoplog gate 7 the inner both sides of secondary tower 6.The first wire rope 9 and the second wire rope 11 are selected the wire rope of 2m.
Being combined with reservoir intake tower king-tower of the present embodiment evaded the device of algae, and its operating principle is with reference to shown in Fig. 2 and Fig. 3, and what Fig. 3 showed is two extreme operating conditions in this device running.The present embodiment is existing take these two kinds of operating modes as example, briefly introduces the operating principle of this device.
This device is tried out in the Heihe Jinpen reservoir apart from approximately 80 kilometers of Xi'ans, except individually in particular cases, opens outside the surface water taking mouth 1a of king-tower 2, in most cases opens middle layer water withdrawal mouth 1b.
When water level is slightly higher than king-tower surface water taking mouth 1a, when king-tower 2 is opened king-tower middle layer water withdrawal mouth 1b, the run location of the active intake 5 of secondary tower 6, as shown in Fig. 3 (a), is opened hoist engine 8, and hoist engine 8 promotes the top of upper Stoplog gate 7a in secondary tower 6 by the first wire rope 9.Like this, flow to secondary tower 6 containing algae storehouse water, and then spilt out by secondary tower pressure round pipe 3b.
When water level is slightly lower than the surface water taking mouth 1a of king-tower 2, when king-tower 2 is opened king-tower middle layer water withdrawal mouth 1b, the run location of the active intake 5 of secondary tower 6, as shown in Fig. 3 (b), is opened hoist engine 8, and hoist engine 8 declines upper Stoplog gate 7a in secondary tower 6 bottoms by the first wire rope 9.Like this, flow to secondary tower 6 containing algae storehouse water, and then spilt out by secondary tower pressure round pipe 3b.
Being combined with reservoir intake tower king-tower of the present embodiment evaded the device of algae, and its operating procedure is simple and convenient, specific as follows: first, determine the initiatively position of intake 5 of secondary tower.Have the degree of depth according to instant water level and the algae detecting of field observation, the rule of the two orifice outflows that obtain in conjunction with Fluent software simulation result, determines the position that secondary tower intake should stop.Then, by opening hoist engine 8, by upper Stoplog gate 7(a), lower Stoplog gate 7(b) suitable lifting, finally make intake 5 initiatively arrive the position of required stop.
Claims (2)
1. be combined with reservoir intake tower king-tower and evade the device of algae for one kind, comprise the king-tower (2) with operation room (4), king-tower (2) is sent the water in king-tower (2) by king-tower pressure round pipe (3a), it is characterized in that, also comprise that one is just being opened wide most secondary tower (6) to a side of reservoir area, secondary tower (6) is sent the water in secondary tower (6) by secondary tower pressure round pipe (3b), in secondary tower (6), be provided with Stoplog gate (7), this Stoplog gate (7) is made up of upper Stoplog gate (7a) and lower Stoplog gate (7b), the hoist engine (8) that Stoplog gate (7) arranges by secondary tower tower body top opens and closes and lifting, wherein, upper Stoplog gate (7a) is fixed on the roof of secondary tower (6), lower Stoplog gate (7b) is fixed on the diapire of secondary tower (6), space between upper Stoplog gate (7a) and lower Stoplog gate (7b) is as the active intake (5) of secondary tower (6), between upper Stoplog gate (7a) and hoist engine (8), be connected by the first wire rope (9), upper Stoplog gate (7a) is connected by the second wire rope (11) between Stoplog gate with lower Stoplog gate (7b).
2. as claimed in claim 1 combination with reservoir intake tower king-tower evaded the device of algae, it is characterized in that, there is the Stoplog gate gate slot (10) of placement Stoplog gate (7) the described inner both sides of secondary tower (6).
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CN201310099002.6A CN103266644B (en) | 2013-03-26 | 2013-03-26 | Device combined with main tower of water intake tower of reservoir for avoiding algae |
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CN103526799B (en) * | 2013-10-21 | 2014-12-10 | 西安建筑科技大学 | Telescopic selective water taking device |
KR101893351B1 (en) | 2017-06-14 | 2018-10-04 | 홍석범 | How to replace the water using the water supply system and the water supply system |
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AU557887B2 (en) * | 1983-04-20 | 1987-01-15 | Ivor Knighton | Water collecting tank debris collector |
DE3819330A1 (en) * | 1988-06-04 | 1989-12-14 | Waldemar Jehle | Rainwater-utilisation system |
JP3699603B2 (en) * | 1999-01-21 | 2005-09-28 | 山大機電株式会社 | Water intake device by filtration device using riverbed |
JP2001279729A (en) * | 2000-03-31 | 2001-10-10 | National House Industrial Co Ltd | Rainwater utilizing device |
AU2003257469A1 (en) * | 2003-07-16 | 2005-02-04 | Exploration Drilling International Gmbh | Well, and method for regenerating a well |
CN201158814Y (en) * | 2007-09-19 | 2008-12-03 | 中国水电顾问集团成都勘测设计研究院 | Layered water drawing structure |
CN201495535U (en) * | 2009-09-18 | 2010-06-02 | 安徽省环境科学研究院 | Algae trapping and purifying device at water intake of eutrophic lake reservoir |
CN102660978B (en) * | 2012-05-25 | 2013-10-30 | 中水北方勘测设计研究有限责任公司 | Water intake structure for surface layer water taking |
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