CN114804270B - A wastewater reduction method combining hyperbolic tower and mechanical atomization evaporator - Google Patents
A wastewater reduction method combining hyperbolic tower and mechanical atomization evaporator Download PDFInfo
- Publication number
- CN114804270B CN114804270B CN202210273514.9A CN202210273514A CN114804270B CN 114804270 B CN114804270 B CN 114804270B CN 202210273514 A CN202210273514 A CN 202210273514A CN 114804270 B CN114804270 B CN 114804270B
- Authority
- CN
- China
- Prior art keywords
- tower
- wastewater
- pool
- hyperbolic
- salt
- 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.)
- Active
Links
- 239000002351 wastewater Substances 0.000 title claims abstract description 75
- 238000000889 atomisation Methods 0.000 title claims abstract description 70
- 238000000034 method Methods 0.000 title claims abstract description 43
- 230000009467 reduction Effects 0.000 title claims abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 62
- 150000003839 salts Chemical class 0.000 claims abstract description 47
- 238000001704 evaporation Methods 0.000 claims abstract description 46
- 230000008020 evaporation Effects 0.000 claims abstract description 44
- 239000002245 particle Substances 0.000 claims abstract description 24
- 230000008569 process Effects 0.000 claims abstract description 14
- 230000005484 gravity Effects 0.000 claims abstract description 11
- 239000003595 mist Substances 0.000 claims abstract description 10
- 230000009471 action Effects 0.000 claims abstract description 8
- 238000000926 separation method Methods 0.000 claims abstract description 7
- 229910017053 inorganic salt Inorganic materials 0.000 claims abstract description 6
- 239000002699 waste material Substances 0.000 claims description 54
- 239000007789 gas Substances 0.000 claims description 12
- 238000005260 corrosion Methods 0.000 claims description 11
- 239000005416 organic matter Substances 0.000 claims description 11
- 238000004332 deodorization Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 8
- 238000007667 floating Methods 0.000 claims description 6
- 239000002918 waste heat Substances 0.000 claims description 6
- 230000007797 corrosion Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 4
- 238000009792 diffusion process Methods 0.000 claims description 4
- 239000011152 fibreglass Substances 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 239000002244 precipitate Substances 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 3
- 239000010962 carbon steel Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 125000004122 cyclic group Chemical group 0.000 claims description 3
- 239000008397 galvanized steel Substances 0.000 claims description 3
- 238000001179 sorption measurement Methods 0.000 claims description 3
- 239000000126 substance Substances 0.000 claims description 3
- 239000007788 liquid Substances 0.000 abstract description 9
- 239000012855 volatile organic compound Substances 0.000 abstract description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 abstract description 4
- 229910052799 carbon Inorganic materials 0.000 abstract description 3
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 238000012545 processing Methods 0.000 abstract description 3
- 238000004065 wastewater treatment Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 238000007599 discharging Methods 0.000 abstract description 2
- 238000002309 gasification Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000000243 solution Substances 0.000 description 13
- 230000008901 benefit Effects 0.000 description 6
- 239000012267 brine Substances 0.000 description 5
- HPALAKNZSZLMCH-UHFFFAOYSA-M sodium;chloride;hydrate Chemical compound O.[Na+].[Cl-] HPALAKNZSZLMCH-UHFFFAOYSA-M 0.000 description 5
- 238000009423 ventilation Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 3
- 238000007689 inspection Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000003245 coal Substances 0.000 description 2
- 238000002425 crystallisation Methods 0.000 description 2
- 230000008025 crystallization Effects 0.000 description 2
- 238000006477 desulfuration reaction Methods 0.000 description 2
- 230000023556 desulfurization Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 229920006395 saturated elastomer Polymers 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000000149 chemical water pollutant Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 244000144972 livestock Species 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000005399 mechanical ventilation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000009965 odorless effect Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 238000006722 reduction reaction Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
- C02F1/048—Purification of waste water by evaporation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
- C02F1/043—Details
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
- C02F1/10—Treatment of water, waste water, or sewage by heating by distillation or evaporation by direct contact with a particulate solid or with a fluid, as a heat transfer medium
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
- C02F1/10—Treatment of water, waste water, or sewage by heating by distillation or evaporation by direct contact with a particulate solid or with a fluid, as a heat transfer medium
- C02F1/12—Spray evaporation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/06—Contaminated groundwater or leachate
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/18—Nature of the water, waste water, sewage or sludge to be treated from the purification of gaseous effluents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/20—Nature of the water, waste water, sewage or sludge to be treated from animal husbandry
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/32—Nature of the water, waste water, sewage or sludge to be treated from the food or foodstuff industry, e.g. brewery waste waters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/34—Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Physics & Mathematics (AREA)
- Thermal Sciences (AREA)
- Vaporization, Distillation, Condensation, Sublimation, And Cold Traps (AREA)
Abstract
Description
技术领域Technical field
本发明涉及废水处理技术,特别涉及一种结合双曲线塔和机械雾化蒸发器的废水减量化的方法。The present invention relates to wastewater treatment technology, and in particular to a wastewater reduction method that combines a hyperbolic tower and a mechanical atomization evaporator.
背景技术Background technique
工业生产过程中产生的含盐、含有机物废水(包括高盐废水、脱硫废水、养殖废水等)的处理问题一直受到广泛关注。目前,针对这部分高浓度废水的处理,主要有以下两种方案:第一,运用蒸发浓缩原理,依靠燃煤、引入锅炉蒸汽等热源将废水加热蒸发,水和挥发性有机物等变为气态,而盐分则不断浓缩,达到饱和溶解度析出,结晶成固态,最终将盐分等脱水干燥成固体,实现废水的零排放。第二,采用自然蒸发塘,利用自然地理和气候条件蒸发减量。以上两种方案均存在各自的优缺点:第一种方案处理程度高,技术成熟,但是吨水能耗高,平均吨水处理成本在100元以上;同时,较高的蒸发温度造成废水中的水垢在蒸发器表面附着、积累,影响设备运行的稳定性和安全性,需要定期停机除垢。第二种方法充分利用自然条件,运行成本低,设备管理维护简单,使用寿命长;但缺点是占地面积大,受气候条件影响较大,长期效率低下,蒸发量低,并且对蒸发塘的防渗要求高,一旦出现渗漏将造成严重的环境污染,原则上不能用于存放含挥发性有机物的废水。在实际情况下,蒸发塘的应用很难解决企业的高盐废水排放问题,而且还存在满塘、溢塘的风险。The treatment of salty and organic wastewater (including high-salt wastewater, desulfurization wastewater, aquaculture wastewater, etc.) generated during industrial production has always received widespread attention. Currently, there are two main options for treating this part of high-concentration wastewater: First, use the principle of evaporation and concentration to heat and evaporate the wastewater by burning coal, introducing boiler steam and other heat sources, and turning water and volatile organic matter into gaseous state. The salt is continuously concentrated, reaches saturated solubility, precipitates, and crystallizes into a solid state. Finally, the salt is dehydrated and dried into a solid, achieving zero discharge of waste water. Second, use natural evaporation ponds to reduce evaporation by taking advantage of natural geographical and climatic conditions. Both of the above options have their own advantages and disadvantages: the first option has a high degree of treatment and mature technology, but has high energy consumption per ton of water, and the average treatment cost per ton of water is more than 100 yuan; at the same time, the higher evaporation temperature causes Scale adheres and accumulates on the surface of the evaporator, which affects the stability and safety of the equipment operation and requires regular shutdown and descaling. The second method makes full use of natural conditions, has low operating costs, simple equipment management and maintenance, and long service life; but the disadvantage is that it covers a large area, is greatly affected by climate conditions, has low long-term efficiency, low evaporation, and has a negative impact on the evaporation pond. The anti-seepage requirements are high. Once leakage occurs, it will cause serious environmental pollution. In principle, it cannot be used to store wastewater containing volatile organic compounds. In actual situations, the application of evaporation ponds is difficult to solve the company's high-salt wastewater discharge problem, and there is also the risk of pond overflow or pond overflow.
基于上述原因,操作维护简单、投资和运行成本相对较低的机械雾化蒸发器,成为配合蒸发塘自然蒸发的新方案。但是也存在雾化的废水液滴随风飘落到蒸发塘外、污染周围环境的风险,而且这套方案需要现场配有大面积的水池,而且利用机械雾化蒸发器雾产生的水汽容易聚集在蒸发塘周围环境形成饱和大气不利于污水的进一步蒸发。For the above reasons, mechanical atomization evaporators, which are simple to operate and maintain, and have relatively low investment and operating costs, have become a new solution to cooperate with the natural evaporation of evaporation ponds. However, there is also the risk that the atomized wastewater droplets will fall out of the evaporation pond with the wind and pollute the surrounding environment. Moreover, this solution requires a large-area pool on site, and the water vapor generated by the mechanical atomization evaporator mist can easily accumulate in the evaporator. The saturated atmosphere formed in the surrounding environment of the evaporation pond is not conducive to further evaporation of sewage.
目前市面上还没有能够绿色、低碳、高效地处理高浓度废水的方案,提供一种新型处理方法成为现实需要。At present, there is no green, low-carbon, and efficient solution to treat high-concentration wastewater on the market. It has become a practical need to provide a new treatment method.
发明内容Contents of the invention
本发明要解决的技术问题是,克服现有技术中的不足,提供一种结合双曲线塔和机械雾化蒸发器的废水减量化的方法。The technical problem to be solved by the present invention is to overcome the deficiencies in the prior art and provide a wastewater reduction method that combines a hyperbolic tower and a mechanical atomization evaporator.
为解决上述技术问题,本发明采用的解决方案是:In order to solve the above technical problems, the solution adopted by the present invention is:
提供一种结合双曲线塔和机械雾化蒸发器的废水减量化的方法,该方法是基于下述废水减量化装置而实现的;该装置包括:A wastewater reduction method that combines a hyperbolic tower and a mechanical atomization evaporator is provided. The method is based on the following wastewater reduction device; the device includes:
废水池,其横截面呈圆形;Wastewater tanks, which are circular in cross-section;
支撑底座,围绕废水池边缘设置;Support base, set around the edge of the wastewater pool;
支撑框架,固定在支撑底座上,是由多个单体构件组装而成的框架结构;The support frame is fixed on the support base and is a frame structure assembled from multiple single components;
双曲线塔,是由下环梁、筒壁和顶部刚性环组成的顶底开口的中空结构,其轴向截面的侧缘呈对称的双曲线形状;下环梁固定安装在支撑框架上,双曲线塔底部与废水池边缘之间具有作为进风口的空隙;The hyperbolic tower is a hollow structure with an open top and bottom composed of a lower ring beam, a tube wall and a top rigid ring. The side edges of its axial section are in a symmetrical hyperbola shape; the lower ring beam is fixedly installed on the support frame, and the double curved tower is composed of a lower ring beam, a tube wall and a top rigid ring. There is a gap between the bottom of the curved tower and the edge of the wastewater pool as an air inlet;
机械雾化蒸发器,设于废水池中,其入口端连接供水管道和抽水泵;Mechanical atomizing evaporator is located in the waste pool, and its inlet end is connected to the water supply pipeline and water pump;
盐粒收集装置,是与双曲线塔同轴布置的截头锥形筒体,其上部开口小于下部开口,底部固定在废水池的边缘;The salt collection device is a frustoconical cylinder arranged coaxially with the hyperbolic tower. Its upper opening is smaller than the lower opening, and the bottom is fixed at the edge of the waste pool;
该方法具体包括:This method specifically includes:
(1)利用抽水泵将废水池中的废水经供水管道输送至机械雾化蒸发器,通过机械雾化蒸发器破碎至粒径10微米以下的液滴,形成能够通过盐粒收集装置上部开口的垂直向上的水雾;(1) Use a water pump to transport the wastewater in the wastewater pool to the mechanical atomization evaporator through the water supply pipeline. The mechanical atomization evaporator breaks it into droplets with a particle size of less than 10 microns, forming a liquid that can pass through the upper opening of the salt collection device. vertical upward water mist;
(2)温暖干燥的新空气从双曲线塔底部的进风口进入塔体内部;当空气由塔底开阔处进入塔身中部狭窄处时,由于塔内横截面积减小,气流加速前进产生持续强风,从而能始终保持双曲线塔内部的气体流动;(2) Warm and dry new air enters the interior of the tower from the air inlet at the bottom of the hyperbolic tower; when the air enters the narrow place in the middle of the tower from the open area at the bottom of the tower, due to the reduction in the cross-sectional area in the tower, the airflow accelerates forward to produce continuous Strong winds can always maintain the gas flow inside the hyperbolic tower;
(3)水雾中的雾化液滴在持续的气流带动下向上扩散蒸发,其中的水分迅速气化,从塔顶排出;所含无机盐组分则结晶析出,并由于重力作用落到盐粒收集裝置上,由人工或机械设备定期收集处理;(3) The atomized droplets in the water mist diffuse upward and evaporate driven by the continuous air flow, and the water in them vaporizes rapidly and is discharged from the top of the tower; the inorganic salt components contained in it crystallize and separate, and fall to the salt due to gravity. On the particle collection device, it is collected and processed regularly by manual or mechanical equipment;
(4)包含了盐分、油滴和大分子有机物的未能雾化的较大液滴,在重力作用下回落到废水池中,再经历下一轮雾化蒸发、水盐分离、液滴回落的过程;(4) Larger droplets that cannot be atomized, including salt, oil droplets and macromolecular organic matter, fall back into the wastewater pool under the action of gravity, and then undergo the next round of atomization and evaporation, water and salt separation, and droplet fall back. the process of;
(5)通过上述循环往复的过程,实现脱除废水中盐分的目的。(5) Through the above-mentioned cyclic process, the purpose of removing salt from wastewater is achieved.
作为本发明的优选方案,在处理含异味的废水时,在双曲线塔的顶部开口处设置吸附式的尾气除臭设备,用于吸附雾化蒸汽中的异味物质。As a preferred solution of the present invention, when treating odor-containing wastewater, an adsorption-type exhaust gas deodorization device is installed at the top opening of the hyperbolic tower to adsorb odor substances in the atomized steam.
作为本发明的优选方案,在冬季时使用工厂余热或废热,对废水进行预先加热;然后将加热后的废水输送至机械雾化蒸发器,以加速扩散和蒸发。As a preferred solution of the present invention, waste water is preheated by using factory waste heat or waste heat in winter; the heated wastewater is then transported to a mechanical atomization evaporator to accelerate diffusion and evaporation.
作为本发明的优选方案,所述双曲线塔的主要设计特征包括:塔体总高度H、塔底直径D1、进风口的高度h、喉部直径D2、喉部高度Ha;优选的设计尺寸如下:As a preferred solution of the present invention, the main design features of the hyperbolic tower include: total height H of the tower body, diameter D 1 of the tower bottom, height h of the air inlet, diameter D 2 of the throat, and height H a of the throat; preferably Design dimensions are as follows:
(1)双曲线塔的高度为25~100米,塔底直径为15~60米,塔体总高度与塔底直径的比值H/D1=1.2~1.4;(1) The height of the hyperbolic tower is 25 to 100 meters, the diameter of the tower bottom is 15 to 60 meters, and the ratio of the total height of the tower to the diameter of the tower bottom is H/D 1 = 1.2 to 1.4;
(2)进风口的高度与塔底直径的比值h/D1=0.08~0.09;(2) The ratio of the height of the air inlet to the diameter of the tower bottom h/D 1 =0.08~0.09;
(3)喉部直径与塔底直径的比值D2/D1=0.5~0.6;喉部高度与塔体总高度的比值Ha/H=0.7~0.8;(3) The ratio of the throat diameter to the tower bottom diameter D 2 /D 1 =0.5~0.6; the ratio of the throat height to the total height of the tower H a /H = 0.7~0.8;
(4)壳体底部边缘与垂直轴夹角的正切值tanθ=0.30~0.35。(4) The tangent value of the angle between the bottom edge of the shell and the vertical axis tanθ=0.30~0.35.
作为本发明的优选方案,所述支撑底座和支撑框架的材质是不锈钢,或者是外涂防腐涂层的热镀锌、碳钢材料;所述双曲线塔的塔体内壁表面热喷涂有防腐材料,或以耐腐蚀性塑料或玻璃钢作为内衬。As a preferred solution of the present invention, the support base and support frame are made of stainless steel, or hot-dip galvanized or carbon steel materials coated with anti-corrosion coating; the inner wall surface of the hyperbolic tower is thermally sprayed with anti-corrosion material , or lined with corrosion-resistant plastic or fiberglass.
作为本发明的优选方案,所述支撑底座和支撑框架具有下述任意一种设置方法:As a preferred solution of the present invention, the support base and support frame have any of the following installation methods:
(1)支撑底座呈圆环状围绕在废水池边缘,支撑框架呈圆环状布置在支撑底座上,以支撑框架各单体构件之间的空隙作为进风口;(1) The support base is ring-shaped around the edge of the waste pool, the support frame is arranged in a ring shape on the support base, and the gaps between the individual components of the support frame are used as air inlets;
(2)多个支撑底座呈点状围绕废水池边缘均匀布置,支撑框架呈圆环状布置在各支撑底座上,以塔底与废水池之间、支撑框架各单体构件之间的空隙作为进风口;(2) Multiple support bases are evenly arranged around the edge of the waste pool in a point shape, and the support frame is arranged in a circular shape on each support base. The gaps between the bottom of the tower and the waste pool and between the individual components of the support frame are used as tuyere;
(3)支撑底座呈圆环状围绕在废水池边缘,多个支撑框架呈点状均匀布置在支撑底座上,以塔底与支撑底座之间、支撑框架各单体构件之间的空隙作为进风口;(3) The support base is in a circular shape surrounding the edge of the waste pool, and multiple support frames are evenly arranged on the support base in a point shape. The gaps between the bottom of the tower and the support base and between the individual components of the support frame are used as tuyere;
(4)多个支撑底座呈点状围绕废水池边缘均匀布置,各支撑底座上分别设单独的支撑框架,以塔底与废水池之间、支撑框架各单体构件之间的空隙作为进风口。(4) Multiple support bases are evenly arranged around the edge of the waste pool in a point shape. A separate support frame is set on each support base. The gaps between the bottom of the tower and the waste pool and between the individual components of the support frame are used as air inlets.
作为本发明的优选方案,所述机械雾化蒸发器具有下述任意一种布置方法:As a preferred embodiment of the present invention, the mechanical atomization evaporator has any one of the following arrangement methods:
(1)机械雾化蒸发器有一台,设于废水池的中心位置;(1) There is one mechanical atomization evaporator located in the center of the waste pool;
(2)机械雾化蒸发器有多台,呈环向均匀布置在废水池中且与双曲线塔保持轴心对称;(2) There are multiple mechanical atomization evaporators, which are evenly arranged in the waste pool in a circumferential direction and maintain axial symmetry with the hyperbolic tower;
(3)机械雾化蒸发器有多台,其中一台设于废水池的中心位置,剩余的呈环向均匀布置在废水池中且与双曲线塔保持轴心对称;(3) There are multiple mechanical atomization evaporators, one of which is located in the center of the waste pool, and the rest are evenly arranged in the waste pool in a circumferential direction and maintain axial symmetry with the hyperbolic tower;
(4)机械雾化蒸发器有多台,呈点状均匀布置在废水池表面。(4) There are multiple mechanical atomization evaporators, which are evenly arranged on the surface of the waste pool in a point shape.
作为本发明的优选方案,所述抽水泵设于浮台上;所述机械雾化蒸发器有多台,各机械雾化蒸发器分别配置一台抽水泵,或者共用一台抽水泵。As a preferred solution of the present invention, the water pump is installed on the floating platform; there are multiple mechanical atomization evaporators, and each mechanical atomization evaporator is equipped with a water pump respectively, or shares a water pump.
作为本发明的优选方案,所述双曲线塔的塔壁底部设置数个检修门。As a preferred solution of the present invention, several inspection doors are provided at the bottom of the tower wall of the hyperbolic tower.
作为本发明的优选方案,所述废水池边缘设有向内延伸的环形板,所述盐粒收集装置的截头锥形筒体底部边缘以焊接方式与环形板的内缘固定连接。As a preferred solution of the present invention, the edge of the waste pool is provided with an annular plate extending inward, and the bottom edge of the frustoconical cylinder of the salt collection device is fixedly connected to the inner edge of the annular plate by welding.
发明原理描述:Description of the invention principle:
1、本发明利用破碎式机械雾化蒸发器将进入的废水快速雾化成小液滴,大幅增加浓盐水与空气的接触面积,提高蒸发速度。同时引入温暖干燥的新空气,利用双曲线塔的“穿堂风”将雾化小液滴往上吹抽。在该过程中,水雾向上往塔顶扩散和蒸发,盐粒则析出,由盐粒收集装置收集,实现水盐分离;而包含盐分、油滴等颗粒及大分子有机物的大液滴则在重力作用下回落至废水池,循环进行雾化蒸发,能持续蒸发、减量,处理废水。1. The present invention uses a broken mechanical atomization evaporator to quickly atomize the incoming wastewater into small droplets, greatly increasing the contact area between concentrated salt water and air, and increasing the evaporation speed. At the same time, warm and dry new air is introduced, and the "draft" of the hyperbolic tower is used to blow the atomized droplets upward. During this process, the water mist diffuses and evaporates upward toward the top of the tower, and the salt particles precipitate and are collected by the salt collection device to achieve water-salt separation; while large droplets containing particles such as salt, oil droplets, and macromolecular organic matter are It falls back to the wastewater pool under the action of gravity, and circulates for atomization and evaporation, which can continuously evaporate, reduce and treat wastewater.
2、破碎式机械雾化蒸汽器的工作原理是使用特制的高速旋转的叶片,将水泵抽出的液体多次打碎,水滴同时在叶轮的高速转动下抛向高空,水滴下落过程完成蒸发。申请人通过对几种类型雾化蒸发器进行比较,针对蒸发塘的高盐废水,破碎式机械雾化蒸发器的蒸发效果最好,因此最适用。2. The working principle of the broken mechanical atomization steamer is to use special high-speed rotating blades to break the liquid pumped out by the water pump multiple times. The water droplets are thrown high into the sky under the high-speed rotation of the impeller at the same time, and the water droplets fall to complete the evaporation process. The applicant compared several types of atomized evaporators and found that the broken mechanical atomized evaporator has the best evaporation effect for high-salt wastewater in evaporation ponds and is therefore the most suitable.
3、双曲线塔自然通风的条件为雾化小液滴向上扩散蒸发及水蒸气的向上流动提供动力,削减了风机动能设备的安装维护成本和能耗。因此,该结构比机械通风塔维护简便,节约电能;同时双曲线塔比蒸发塘占地面积小,布置紧凑,水量损失小。3. The natural ventilation conditions of the hyperbolic tower provide power for the upward diffusion and evaporation of atomized droplets and the upward flow of water vapor, reducing the installation and maintenance costs and energy consumption of fan power equipment. Therefore, this structure is easier to maintain than a mechanical ventilation tower and saves electrical energy; at the same time, the hyperbolic tower occupies a smaller area than an evaporation pond, has a compact layout, and has less water loss.
4、半开放的双曲线塔将废水的蒸发、盐的结晶固化限定在一个相对密闭的空间内,并利用盐粒收集装置将盐粒捕捉、收集,从而避免了盐粒随意飘散、污染环境。4. The semi-open hyperbolic tower limits the evaporation of wastewater and the crystallization and solidification of salt in a relatively closed space, and uses a salt collection device to capture and collect the salt particles, thus preventing the salt particles from floating randomly and polluting the environment.
5、双曲线塔将废水中挥发性有机物的蒸发限定在了一个半密闭空间内,并能利用尾气除臭设备进一步收集挥发性有机物,从而避免了废水中的有机物随着水分蒸发一同挥发,污染大气环境。5. The hyperbolic tower limits the evaporation of volatile organic compounds in wastewater to a semi-enclosed space, and can use exhaust gas deodorization equipment to further collect volatile organic compounds, thus preventing organic matter in wastewater from evaporating with the evaporation of water and causing pollution. Atmospheric Environment.
6、采用双曲线的塔壁形状,是利用空气从开阔地区进入狭窄谷口时,气流的横截面积减小,流通的气流会加速前进,而形成的自然强风。从结构上看,双曲线塔壁在水平和垂直方向上都有曲率,与圆筒形、圆锥形塔相比,塔壁下半部分应力较小,减小壁厚,用相同的材料能获得更大的容积。6. The hyperbolic tower wall shape is used to take advantage of the natural strong wind formed when the air enters the narrow valley mouth from the open area, the cross-sectional area of the airflow is reduced, and the circulating airflow accelerates forward. From a structural point of view, the hyperbolic tower wall has curvature in both the horizontal and vertical directions. Compared with the cylindrical and conical towers, the stress in the lower half of the tower wall is smaller, and the wall thickness is reduced, which can be achieved with the same material. Greater volume.
与现有技术相比,本发明的技术效果是:Compared with the existing technology, the technical effects of the present invention are:
1、本发明通过有效结合机械雾化蒸发器加速蒸发以及双曲线塔自然通风的优势,大大提高自然蒸发的效率,减小蒸发塘的占地面积,同时密闭空间降低了污染环境的风险,可以用于处理热电厂脱硫废水、煤化工高盐废水、畜牧业养殖废水、垃圾渗滤液、食品加工废水等,低碳高效地实现水盐分离。1. By effectively combining the advantages of the mechanical atomization evaporator to accelerate evaporation and the hyperbolic tower's natural ventilation, the present invention greatly improves the efficiency of natural evaporation and reduces the area occupied by the evaporation pond. At the same time, the enclosed space reduces the risk of environmental pollution and can It is used to treat desulfurization wastewater from thermal power plants, high-salt wastewater from coal chemical industry, livestock breeding wastewater, landfill leachate, food processing wastewater, etc., to achieve water-salt separation with low carbon and high efficiency.
2、本发明基于双曲线塔和机械雾化蒸发器,在半密闭空间内进行雾化蒸发,并充分利用双曲线塔“穿堂风”的优势,有效实现及提高雾化蒸气排出和大液滴回落,由此形成一个稳定的“进干燥空气→排放湿气”的过程,达到类似于蒸发塘雾化蒸发的效果,但是提高了蒸发效率,并且过程能循环进行。2. This invention is based on a hyperbolic tower and a mechanical atomization evaporator, performs atomization and evaporation in a semi-enclosed space, and makes full use of the advantages of the "draft" of the hyperbolic tower to effectively realize and improve the discharge of atomized vapor and the fall of large droplets. , thus forming a stable process of "introducing dry air → discharging moisture", achieving an effect similar to atomization and evaporation in an evaporation pond, but improving the evaporation efficiency, and the process can be cycled.
3、本发明将废水的雾化蒸发、盐的结晶固化、有机物的挥发限定在了半密闭塔内,并对盐粒和挥发性有机物进行了有效收集,避免污染周边环境。3. The present invention limits the atomization and evaporation of waste water, the crystallization and solidification of salt, and the volatilization of organic matter in a semi-closed tower, and effectively collects salt particles and volatile organic matter to avoid contaminating the surrounding environment.
4、本发明可以利用辅助供热设备提升浓盐水的温度,增加废水的蒸发量,所需的加热源可用工厂的余热废热,从而节省成本。4. The present invention can use auxiliary heating equipment to increase the temperature of concentrated brine and increase the evaporation of waste water. The required heating source can be used as waste heat from the factory, thereby saving costs.
5、本发明应用节能、节材、施工难度小、占地小、造价低。5. The present invention saves energy and materials, has low construction difficulty, small area and low cost.
附图说明Description of the drawings
图1是本发明中废水减量化装置的结构示意图。Figure 1 is a schematic structural diagram of the wastewater reduction device in the present invention.
图中附图标记为:1-双曲线塔;2-机械雾化蒸发器;3-盐粒收集装置;4-废水池;5-抽水泵;6-供水管道;7-支撑框架;8-支撑底座;9-尾气除臭设备。The reference numbers in the figure are: 1-hyperbolic tower; 2-mechanical atomization evaporator; 3-salt collection device; 4-waste pool; 5-water pump; 6-water supply pipeline; 7-support frame; 8- Support base; 9-Exhaust gas deodorization equipment.
具体实施方式Detailed ways
下面结合附图,对本发明的具体实施方式进行详细描述。Specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
本发明所述结合双曲线塔和机械雾化蒸发器的废水减量化的方法,是基于废水减量化装置而实现的;如图1所示,该装置包括:废水池4,其横截面呈圆形;支撑底座8,围绕废水池4的边缘设置;支撑框架7,固定在支撑底座8上,是由多个单体构件组装而成的框架结构;双曲线塔1,是由下环梁、筒壁和顶部刚性环组成的顶底开口的中空结构,其轴向截面的侧缘呈对称的双曲线形状;下环梁固定安装在支撑框架7上,双曲线塔1的底部与废水池4边缘之间具有作为进风口的空隙;机械雾化蒸发器2,设于废水池1中的液面以上,其入口端连接供水管道6和抽水泵5;盐粒收集装置3,是与双曲线塔1同轴布置的截头锥形筒体,其上部开口小于下部开口,底部固定在废水池4的边缘。废水池4的边缘可以进一步设置向内延伸的环形板,盐粒收集装置3的截头锥形筒体底部边缘以焊接方式与环形板的内缘固定连接。双曲线塔1的塔壁底部设置数个检修门。The method of wastewater reduction that combines a hyperbolic tower and a mechanical atomization evaporator according to the present invention is implemented based on a wastewater reduction device; as shown in Figure 1, the device includes: a wastewater pool 4, with a cross section It is circular in shape; the support base 8 is set around the edge of the waste pool 4; the support frame 7 is fixed on the support base 8 and is a frame structure assembled from multiple single components; the hyperbolic tower 1 is composed of a lower ring The hollow structure is composed of a beam, a tube wall and a top rigid ring with top and bottom openings. The side edges of its axial section are in a symmetrical hyperbolic shape; the lower ring beam is fixedly installed on the support frame 7, and the bottom of the hyperbolic tower 1 is in contact with the wastewater. There is a gap as an air inlet between the edges of the pool 4; the mechanical atomization evaporator 2 is located above the liquid level in the waste pool 1, and its inlet end is connected to the water supply pipe 6 and the water pump 5; the salt particle collection device 3 is connected with The hyperbolic tower 1 is a coaxially arranged frustoconical cylinder, the upper opening of which is smaller than the lower opening, and the bottom is fixed on the edge of the wastewater pool 4 . The edge of the wastewater pool 4 can be further provided with an annular plate extending inward, and the bottom edge of the frustoconical cylinder of the salt collection device 3 is fixedly connected to the inner edge of the annular plate by welding. Several access doors are provided at the bottom of the tower wall of the hyperbolic tower 1.
支撑底座8和支撑框架7的材质可选是不锈钢,或者是外涂防腐涂层的热镀锌、碳钢材料;双曲线塔1的塔体内壁表面热喷涂有防腐材料,或以耐腐蚀性塑料或玻璃钢作为内衬。支撑底座8和支撑框架7具有下述任意一种设置方法:(1)支撑底座8呈圆环状围绕在废水池4边缘,支撑框架7呈圆环状布置在支撑底座8上,以支撑框架7各单体构件之间的空隙作为进风口;(2)多个支撑底座8呈点状围绕废水池4边缘均匀布置,支撑框架7呈圆环状布置在各支撑底座8上,以塔底与废水池4之间、支撑框架7各单体构件之间的空隙作为进风口;(3)支撑底座8呈圆环状围绕在废水池4边缘,多个支撑框架7呈点状均匀布置在支撑底座8上,以塔底与支撑底座8之间、支撑框架7各单体构件之间的空隙作为进风口;(4)多个支撑底8座呈点状围绕废水池4边缘均匀布置,各支撑底座8上分别设单独的支撑框架7,以塔底与废水池之间、支撑框架7各单体构件之间的空隙作为进风口。以上各方案,可根据废水池4的大小、双曲线塔1的尺寸、废水处理能力等因素综合考虑进行选择,以获得最合适的进风量。The material of the support base 8 and the support frame 7 can be stainless steel, or hot-dip galvanized or carbon steel with anti-corrosion coating on the outside; the inner wall surface of the hyperbolic tower 1 is thermally sprayed with anti-corrosion material, or with corrosion resistance. Plastic or fiberglass lining. The support base 8 and the support frame 7 have any one of the following installation methods: (1) the support base 8 is in a circular shape surrounding the edge of the waste pool 4, and the support frame 7 is arranged in a circular shape on the support base 8 to support the frame 7 The gaps between the individual components are used as air inlets; (2) Multiple support bases 8 are evenly arranged around the edge of the waste pool 4 in a point shape, and the support frame 7 is arranged in an annular shape on each support base 8, with the bottom of the tower The gaps between the waste pool 4 and the individual components of the support frame 7 are used as air inlets; (3) the support base 8 is in a circular shape surrounding the edge of the waste pool 4, and multiple support frames 7 are evenly arranged in a point shape on the edge of the waste pool 4. On the support base 8, the gap between the tower bottom and the support base 8 and between the individual components of the support frame 7 is used as the air inlet; (4) multiple support bases 8 are evenly arranged in a point shape around the edge of the waste pool 4, A separate support frame 7 is provided on each support base 8, and the gap between the tower bottom and the waste pool and between the individual components of the support frame 7 is used as an air inlet. Each of the above options can be selected based on comprehensive consideration of factors such as the size of the waste pool 4, the size of the hyperbolic tower 1, the wastewater treatment capacity, etc., to obtain the most appropriate air intake volume.
机械雾化蒸发器2可以采用高速旋转流体雾化装置、或高速转动的机械来雾化的机械雾化装置、或高速气流剧烈冲击液体再膨胀的气动雾化装置,或超声雾化装置。安装方式为底部安装浮力筒并放置在废水池水面,或底部固定到废水池,雾化方向也可以为水平或垂直向下。为最大程度提高效率,本发明选择机械雾化蒸发器2位于盐粒收集装置3上部开口的投影范围内,且雾化方向垂直向上。盐粒收集装置3也可以选择分离型的多个伸出斜板,替代整体的截头锥形筒体结构。具体的配置数量,可根据实际进水的含盐量和在蒸发过程中盐粒是否发生泄漏决定。The mechanical atomization evaporator 2 can use a high-speed rotating fluid atomizing device, a mechanical atomizing device that uses a high-speed rotating machine to atomize, a pneumatic atomizing device that uses high-speed airflow to violently impact the liquid and then expands it, or an ultrasonic atomizing device. The installation method is to install a buoyancy tube at the bottom and place it on the water surface of the wastewater pool, or the bottom is fixed to the wastewater pool. The atomization direction can also be horizontal or vertical downward. In order to maximize efficiency, the present invention selects the mechanical atomization evaporator 2 to be located within the projection range of the upper opening of the salt particle collection device 3, and the atomization direction is vertically upward. The salt particle collection device 3 can also choose a plurality of separate extending inclined plates to replace the overall frustoconical cylinder structure. The specific configuration quantity can be determined based on the actual salt content of the incoming water and whether the salt particles leak during the evaporation process.
机械雾化蒸发器2可以具有下述任意一种布置方法:(1)机械雾化蒸发器2有一台,设于废水池4的中心位置;(2)机械雾化蒸发器2有多台,呈环向均匀布置在废水池4中且与双曲线塔1保持轴心对称;(3)机械雾化蒸发器2有多台,其中一台设于废水池4的中心位置,剩余的呈环向均匀布置在废水池中且与双曲线塔1保持轴心对称;(4)机械雾化蒸发器2有多台,呈点状均匀布置在废水池表面。抽水泵5设于浮台上;机械雾化蒸发器2有多台时,各机械雾化蒸发器2分别配置一台抽水泵5以方便控制和维护,或者共用一台抽水泵5以降低成本。The mechanical atomization evaporator 2 can have any of the following layout methods: (1) there is one mechanical atomization evaporator 2, located in the center of the waste pool 4; (2) there are multiple mechanical atomization evaporators 2, They are evenly arranged in the waste pool 4 in a circumferential direction and maintain axial symmetry with the hyperbolic tower 1; (3) There are multiple mechanical atomization evaporators 2, one of which is located in the center of the waste pool 4, and the rest are arranged in a circular manner. They are evenly arranged in the waste pool and maintain axial symmetry with the hyperbolic tower 1; (4) There are multiple mechanical atomization evaporators 2, which are evenly arranged on the surface of the waste pool in a point shape. The water pump 5 is installed on the floating platform; when there are multiple mechanical atomization evaporators 2, each mechanical atomization evaporator 2 is equipped with a water pump 5 to facilitate control and maintenance, or a water pump 5 is shared to reduce costs. .
基于上述装置,结合双曲线塔和机械雾化蒸发器的废水减量化的方法,具体包括:Based on the above device, the wastewater reduction method combined with hyperbolic tower and mechanical atomization evaporator specifically includes:
(1)利用抽水泵5将废水池4中的废水经供水管道6输送至机械雾化蒸发器2,通过机械雾化蒸发器2破碎至粒径10微米以下的液滴,形成能够通过盐粒收集装置3上部开口的垂直向上的水雾;(1) Use the water pump 5 to transport the wastewater in the waste pool 4 to the mechanical atomization evaporator 2 through the water supply pipe 6. The mechanical atomization evaporator 2 breaks it into liquid droplets with a particle size of less than 10 microns, forming salt particles that can pass through Collect vertical upward water mist from the upper opening of device 3;
(2)温暖干燥的新空气从双曲线塔1底部的进风口进入塔体内部;当空气由塔底开阔处进入塔身中部狭窄处时,由于塔内横截面积减小,气流加速前进产生持续强风,从而能始终保持双曲线塔1内部的气体流动;(2) Warm and dry new air enters the interior of the tower from the air inlet at the bottom of hyperbolic tower 1; when the air enters the narrow place in the middle of the tower from the open area at the bottom of the tower, due to the reduction in the cross-sectional area in the tower, the airflow accelerates and advances. Continuous strong wind can always maintain the gas flow inside the hyperbolic tower 1;
(3)水雾中的雾化液滴在持续的气流带动下向上扩散蒸发,其中的水分迅速气化,从塔顶排出;所含无机盐组分则结晶析出,并由于重力作用落到盐粒收集裝置3上,由人工或机械设备定期收集处理;(3) The atomized droplets in the water mist diffuse upward and evaporate driven by the continuous air flow, and the water in them vaporizes rapidly and is discharged from the top of the tower; the inorganic salt components contained in it crystallize and separate, and fall to the salt due to gravity. On the particle collection device 3, it is collected and processed regularly by manual or mechanical equipment;
(4)包含了盐分、油滴和大分子有机物的未能雾化的较大液滴,在重力作用下回落到废水池4中,再经历下一轮雾化蒸发、水盐分离、液滴回落的过程;(4) Larger droplets that cannot be atomized, including salt, oil droplets and macromolecular organic matter, fall back into the wastewater pool 4 under the action of gravity, and then undergo the next round of atomization evaporation, water-salt separation, droplet The process of falling back;
(5)通过上述循环往复的过程,实现脱除废水中盐分的目的。(5) Through the above-mentioned cyclic process, the purpose of removing salt from wastewater is achieved.
具体应用示例:Specific application examples:
本示例中的双曲线塔1包括下环梁、筒壁、顶部刚性环。下环梁位于底端,塔身的自重及所承受的其他荷载通过下环梁传递到基础。筒壁是主体部分,为利于自然通风的双曲线形无肋无梁柱的薄壁空间结构,其内壁可以用表面热喷涂耐腐蚀涂料或耐腐蚀性内衬处理,也可以直接用塑料(如PE聚乙烯)或玻璃钢制造筒壁。筒壁(壳体)的形状、壁厚,需要通过壳体优化计算和曲屈稳定来验算。顶部刚性环位于双曲线塔的顶端,用于加强壳体顶部的刚度和稳定性。存放废弃浓盐水的废水池4位于塔体底部的正下方,废水池为地面下约2米深的圆形水池,采用钢筋混凝土材质建成。双曲线塔1的支撑部件搭建在废水池4的边缘,通过沿废水池4周向布置的不锈钢支撑框架7(可选三角形框架)和支撑底座8将双曲线塔1支撑塔体,使塔体底部与废水池4之间保留有间隙作为进风口,新空气由此处进入形成所需的自然通风的条件。废水池4上方的塔内空间配备有盐粒收集装置3,用于定期对收集的盐粒进行处理。盐粒收集装置3同时还能起到缩小新空气进风半径和规划流动路径的作用,以提高进风的风速。双曲线塔1内部布置有破碎式机械雾化蒸发器2,机械雾化蒸发器2通过支撑柱安装于放置在废水池4液面处的浮台上。机械雾化蒸发器2的动力输出轴上设置有叶轮,下方固定有环形喷孔,环形喷孔的出水口位于叶轮的下方。根据实际所需蒸发量采用一个或多个机械雾化蒸发器2,机械雾化蒸发器2的雾化方向为垂直于地面向上。机械雾化蒸发器2的布置方式可选采用沿着塔身周向布置或在中心处布置。抽水泵5安装于浮台上,通过升至废水池4水面下的供水管道6与机械雾化蒸发器2相连通,从而将浓盐水输送至机械雾化蒸发器2。双曲线塔1的底部侧壁设置一定数量的检修门,方便进行内部检修和清理积存盐粒。双曲线塔1的顶部出风口可选地安装吸附式的尾气除臭设备9,尾气除臭设备9是一种基于活性炭、树脂的吸附式尾气处理装置。如果处理的高浓度废水不含挥发性有机物或不含有气味的污染物(如高盐水),可以不用尾气除臭设备9以简化方案、节约成本。The hyperbolic tower 1 in this example includes a lower ring beam, a cylinder wall, and a top rigid ring. The lower ring beam is located at the bottom, and the self-weight of the tower and other loads it bears are transmitted to the foundation through the lower ring beam. The cylinder wall is the main part. It is a hyperbolic thin-walled space structure without ribs or columns that is conducive to natural ventilation. The inner wall can be treated with surface thermal spray corrosion-resistant paint or corrosion-resistant lining, or it can be directly made of plastic (such as PE (polyethylene) or fiberglass tube wall. The shape and wall thickness of the cylinder wall (shell) need to be checked through shell optimization calculation and buckling stability. The top rigid ring is located at the top of the hyperbolic tower to enhance the rigidity and stability of the top of the shell. The wastewater pool 4 for storing waste concentrated brine is located directly below the bottom of the tower. The wastewater pool is a circular pool about 2 meters deep under the ground and is built of reinforced concrete. The supporting parts of the hyperbolic tower 1 are built on the edge of the waste pool 4. The hyperbolic tower 1 is supported by the stainless steel support frame 7 (optional triangular frame) and the support base 8 arranged along the circumference of the waste pool 4, so that the tower body There is a gap between the bottom and the waste pool 4 as an air inlet, through which new air enters to form the required natural ventilation conditions. The space in the tower above the waste pool 4 is equipped with a salt particle collection device 3 for regularly processing the collected salt particles. The salt collecting device 3 can also play a role in reducing the inlet radius of the new air and planning the flow path to increase the inlet wind speed. A broken mechanical atomization evaporator 2 is arranged inside the hyperbolic tower 1. The mechanical atomization evaporator 2 is installed on a floating platform placed at the liquid level of the waste pool 4 through support columns. An impeller is provided on the power output shaft of the mechanical atomizing evaporator 2, and an annular nozzle hole is fixed below. The water outlet of the annular nozzle hole is located below the impeller. One or more mechanical atomization evaporators 2 are used according to the actual required evaporation amount. The atomization direction of the mechanical atomization evaporator 2 is vertical to the ground and upward. The mechanical atomization evaporator 2 can be arranged along the circumference of the tower or in the center. The water pump 5 is installed on the floating platform and is connected to the mechanical atomization evaporator 2 through the water supply pipe 6 that rises to the water surface of the waste pool 4 to transport concentrated brine to the mechanical atomization evaporator 2 . A certain number of inspection doors are provided on the bottom side wall of the hyperbolic tower 1 to facilitate internal inspection and cleaning of accumulated salt particles. The top air outlet of the hyperbolic tower 1 is optionally equipped with an adsorption exhaust gas deodorization equipment 9. The exhaust gas deodorization equipment 9 is an adsorption exhaust gas treatment device based on activated carbon and resin. If the high-concentration wastewater being treated does not contain volatile organic compounds or odorless pollutants (such as high salt water), the exhaust gas deodorization equipment 9 may be unnecessary to simplify the solution and save costs.
上述废水减量化装置可用于蒸发处理含盐、含有机物的高浓度废水,将废水中的水蒸发、减量,有效收集盐和有机物。在具体使用过程中,温暖干燥的新空气从双曲线塔1底部的空隙进入塔体内部,当空气由开阔处进入塔内中部的狭窄部位时,气流的横截面积减小,于是气流加速前进形成强风,从而产生持续的自然通风,即图1所示的“穿堂风”。同时,通过抽水泵5将塔体下方废水池4中的废弃浓盐水经供水管道6输送至机械雾化蒸发器2,通过机械雾化蒸发器2的高速旋转叶轮将水破碎至10微米以下粒径的小液滴,形成水雾。在“穿堂风”的作用下,雾化小液滴向上扩散蒸发,其中的水分迅速气化,从塔顶排出,经过出风口处的尾气除臭设备9进行除臭处理,而无机盐组分则结晶析出,并由于重力作用落到盐粒收集裝置3,定期对收集的盐粒进行处理。包含盐分、油滴等颗粒及大分子有机物的未雾化大液滴则在重力作用下回落到废水池中,再一次经历雾化蒸发、水盐分离、回落的过程,如此循环下去。在寒冷的冬季,可将废水池中的浓盐水预先加热后再输送至机械雾化蒸发器,加速扩散蒸发。以上过程可以实现全年持续雾化、蒸发、减量化高浓度废水。所需的加热源可用工厂的余热废热,从而节省成本。The above-mentioned wastewater reduction device can be used to evaporate and treat high-concentration wastewater containing salt and organic matter, evaporate and reduce the water in the wastewater, and effectively collect salt and organic matter. During specific use, warm and dry new air enters the tower body from the gap at the bottom of the hyperbolic tower 1. When the air enters the narrow part in the middle of the tower from the open place, the cross-sectional area of the airflow decreases, so the airflow accelerates forward. Strong winds are formed, resulting in continuous natural ventilation, that is, the "draft" shown in Figure 1. At the same time, the waste brine in the waste pool 4 below the tower is transported to the mechanical atomization evaporator 2 through the water supply pipeline 6 through the water pump 5. The high-speed rotating impeller of the mechanical atomization evaporator 2 breaks the water into particles below 10 microns. small droplets, forming water mist. Under the action of the "draft", the atomized small droplets diffuse upward and evaporate, and the moisture in them vaporizes rapidly and is discharged from the top of the tower. It is deodorized through the tail gas deodorization equipment 9 at the air outlet, while the inorganic salt components The crystals precipitate and fall to the salt particle collection device 3 due to gravity, and the collected salt particles are processed regularly. Unatomized large droplets containing particles such as salt, oil droplets, and macromolecular organic matter fall back into the wastewater pool under the action of gravity, and once again undergo the process of atomization and evaporation, separation of water and salt, and fall back, and the cycle continues. In cold winter, the concentrated brine in the wastewater pool can be preheated and then transported to the mechanical atomization evaporator to accelerate diffusion evaporation. The above process can achieve continuous atomization, evaporation, and reduction of high-concentration wastewater throughout the year. The required heating source can be used as waste heat from the factory, thereby saving costs.
关于双曲线塔主要部位的几何尺寸(塔体总高度H,塔底直径D1,进风口的高度h,喉部直径D2,喉部高度Ha,单位:m),实际应用过程中要根据所需处理水量确定,只要塔高和塔底直径的比例合适即可。例如,本申请根据优化计算:Regarding the geometric dimensions of the main parts of the hyperbolic tower (total height H of the tower body, diameter D 1 of the tower bottom, height h of the air inlet, diameter D 2 of the throat, height H a of the throat, unit: m), it is necessary to It is determined based on the amount of water required to be treated, as long as the ratio of tower height to tower bottom diameter is appropriate. For example, this application calculates based on optimization:
(1)水塔总高度与塔底直径的比值H/D1一般情况下取:H/D1=1.2~1.4;(1) The ratio H/D 1 of the total height of the water tower to the diameter of the tower bottom is generally taken as: H/D 1 =1.2~1.4;
其中:低值适用于大风地区;高值适用于单位面积造价高的塔。双曲线塔的合理高度为25~100米,塔底直径为15~60米,根据需要及量来定,如果25米够高,则选择25米塔高,可以减少成本。Among them: the low value is suitable for windy areas; the high value is suitable for towers with high cost per unit area. The reasonable height of the hyperbolic tower is 25 to 100 meters, and the diameter of the tower bottom is 15 to 60 meters, which is determined according to the needs and quantity. If 25 meters is high enough, choose a 25-meter tower height, which can reduce costs.
(2)进风口的高度与塔底直径的比值h/D1,该值直接影响进风口高度范围内的空气流态和空气动力阻力,一般情况下取:h/D1=0.08~0.09;(2) The ratio h/D 1 between the height of the air inlet and the diameter of the tower bottom. This value directly affects the air flow pattern and aerodynamic resistance within the height range of the air inlet. Generally, it is taken as: h/D 1 =0.08~0.09;
(3)喉部直径与塔底直径的比值D2/D1,喉部高度与塔体总高度的比值Ha/H,一般情况下取:D2/D1=0.5~0.6;Ha/H=0.7~0.8;(3) The ratio of the diameter of the throat to the diameter of the tower bottom, D 2 /D 1 , and the ratio of the height of the throat to the total height of the tower, H a /H, are generally taken as: D 2 /D 1 =0.5~0.6; H a /H=0.7~0.8;
(4)壳体底部边缘与垂直轴夹角的正切值tanθ,采用较大值时能降低风应力从而减少壳体和基底的上拔力,但会影响壳体稳定并在基础内产生较大的水平力,一般情况下取tanθ=0.30~0.35。(4) The tangent value tanθ of the angle between the bottom edge of the shell and the vertical axis. Using a larger value can reduce the wind stress and thereby reduce the pull-out force of the shell and the base. However, it will affect the stability of the shell and produce a larger force in the foundation. The horizontal force is generally taken as tanθ=0.30~0.35.
申请人认为,以上显示和描述了本发明的基本原理和主要特征和本发明专利的优点。本行业的技术人应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是说明本发明的原理,在不脱离本发明精神和范围的前提下,本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明范围内。本发明要求保护范围由所附的权利要求书及其等效物界定。The applicant believes that the above has shown and described the basic principles and main features of the present invention and the advantages of the patent of the present invention. Those skilled in the art should understand that the present invention is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions only illustrate the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention will also have other aspects. Various changes and modifications are possible, which fall within the scope of the claimed invention. The scope of protection of the present invention is defined by the appended claims and their equivalents.
Claims (8)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210273514.9A CN114804270B (en) | 2022-03-18 | 2022-03-18 | A wastewater reduction method combining hyperbolic tower and mechanical atomization evaporator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210273514.9A CN114804270B (en) | 2022-03-18 | 2022-03-18 | A wastewater reduction method combining hyperbolic tower and mechanical atomization evaporator |
Publications (2)
Publication Number | Publication Date |
---|---|
CN114804270A CN114804270A (en) | 2022-07-29 |
CN114804270B true CN114804270B (en) | 2023-09-15 |
Family
ID=82530113
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202210273514.9A Active CN114804270B (en) | 2022-03-18 | 2022-03-18 | A wastewater reduction method combining hyperbolic tower and mechanical atomization evaporator |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN114804270B (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1546632A1 (en) * | 2002-08-26 | 2005-06-29 | Jott Australia Pty. Ltd. | Performance augmentation of natural draft cooling towers |
WO2008059524A2 (en) * | 2006-11-17 | 2008-05-22 | Spray Engineering Devices Limited | Heat exchanger assembly |
CN104671310A (en) * | 2015-02-14 | 2015-06-03 | 西安交通大学 | Multiple-effect coupled atomization evaporator |
-
2022
- 2022-03-18 CN CN202210273514.9A patent/CN114804270B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1546632A1 (en) * | 2002-08-26 | 2005-06-29 | Jott Australia Pty. Ltd. | Performance augmentation of natural draft cooling towers |
WO2008059524A2 (en) * | 2006-11-17 | 2008-05-22 | Spray Engineering Devices Limited | Heat exchanger assembly |
CN104671310A (en) * | 2015-02-14 | 2015-06-03 | 西安交通大学 | Multiple-effect coupled atomization evaporator |
Also Published As
Publication number | Publication date |
---|---|
CN114804270A (en) | 2022-07-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104495966B (en) | The seawater desalination system that a kind of bubbling humidification is coupled with heat pump cycle and processing method | |
CN201894904U (en) | Dual-cylinder rotational-flow bubbling dust removal and desulfurization gas cleaning device | |
CN208599198U (en) | Infant industry evaporating column | |
CN104671310B (en) | Multiple-effect coupled atomization evaporator | |
WO2021189742A1 (en) | Horizontal aerobic fermentation reactor and waste heat utilization water removal system | |
US12030801B2 (en) | Saline wastewater treatment system using solar-assisted heat pump | |
WO2024021970A1 (en) | Waste transfer station wastewater treatment device and system | |
CN114804270B (en) | A wastewater reduction method combining hyperbolic tower and mechanical atomization evaporator | |
CN204529356U (en) | A kind of high-efficient atomizing vaporizer of multiple-effect coupling | |
CN217479098U (en) | A waste water reduction device combining hyperbolic tower and mechanical atomizing evaporator | |
CN216837212U (en) | High enriched brine processing apparatus | |
CN212356911U (en) | Contain concentrated system of salt waste water | |
CN2871510Y (en) | Household water distiller | |
CN112279329A (en) | Concentrated drying tower system of integration desulfurization waste water | |
CN102954703A (en) | Water tank for water membrane evaporation type condenser and water membrane evaporation type condenser | |
CN202582266U (en) | Rotating-stream-tray scrubber heat exchanger | |
CN213802993U (en) | Concentrated drying tower system of integration desulfurization waste water | |
CN213569605U (en) | A low-temperature flue gas concentration, energy-saving and environmental protection device for high-chlorine and high-salt wastewater | |
CN109351101B (en) | Chimney recovery device of flushing tower for treating water vapor by blast furnace slag | |
CN210710827U (en) | Water treatment atomization drying equipment | |
CN209490626U (en) | The preposition dedusting paint-removing combination unit of heat accumulating type catalytic combustion | |
CN209362112U (en) | A kind of punching tower chimney recyclable device of blast furnace Slag treatment vapor | |
CN113149104A (en) | High-salinity wastewater normal-temperature evaporation zero-emission treatment system and treatment method | |
CN207786279U (en) | Coal-burning power plant aoxidizes magnesium fortified Deuslfurizing system for sea water | |
CN114560522A (en) | High-concentration brine treatment device and treatment method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |