CN103288252B - 一种高产水率的废水脱盐工艺及装置 - Google Patents
一种高产水率的废水脱盐工艺及装置 Download PDFInfo
- Publication number
- CN103288252B CN103288252B CN201310253713.4A CN201310253713A CN103288252B CN 103288252 B CN103288252 B CN 103288252B CN 201310253713 A CN201310253713 A CN 201310253713A CN 103288252 B CN103288252 B CN 103288252B
- Authority
- CN
- China
- Prior art keywords
- waste water
- water
- liquid
- sodium chloride
- chloride solution
- Prior art date
Links
- 239000002351 wastewater Substances 0.000 title claims abstract description 59
- 239000011901 water Substances 0.000 title claims abstract description 47
- 238000010612 desalination reactions Methods 0.000 title claims abstract description 20
- 238000009292 forward osmosis Methods 0.000 claims abstract description 40
- 238000000909 electrodialysis Methods 0.000 claims abstract description 32
- 239000011780 sodium chloride Substances 0.000 claims abstract description 32
- 229910001390 sodium chloride Inorganic materials 0.000 claims abstract description 31
- FAPWRFPIFSIZLT-UHFFFAOYSA-M sodium chloride Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 claims abstract description 30
- 238000000034 methods Methods 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 239000000243 solutions Substances 0.000 claims description 40
- 239000007788 liquids Substances 0.000 claims description 39
- KEAYESYHFKHZAL-UHFFFAOYSA-N [Cl].[Na] Chemical compound 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Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/124—Water desalination
- Y02A20/131—Reverse-osmosis
Abstract
Description
技术领域
[0001] 本发明涉及废水深度处理技术领域,具体地说,涉及一种高产水率的废水脱盐工 艺及装置。
背景技术
[0002] 淡水资源是人类赖以生存和生产的基本物质。随着人口增长和经济发展,人类社 会生活、生产活动不断加剧,淡水资源需求不断增加,同时水污染日益严重,使得淡水资源 短缺逐步成为全球性危机。利用脱盐技术对废水脱盐利用,是当前解决水资源短缺的可行 方法。对于废水脱盐回用,考虑废水本身带来的水污染,对脱盐产水率和避免二次污染带来 较高的要求。
[0003] 目前脱盐技术主要有蒸馏法、离子交换法、电渗析、电去离子、膜处理法、电吸附除 盐法等等。蒸馏法由于能耗较高,较适合热电厂等余热场合;离子交换法由于树脂再生产 生大量酸碱废液造成二次污染,常用于精脱盐场合,同时产水率低;电渗析虽然技术较为成 熟,但是离子交换膜对进水要求高,对废水回用难以适应;电去盐技术产水质量高,无需酸 碱,较适合反渗透产水精制,不适合原水脱盐;反渗透(R0)是目前应用最广和最具竞争力 的脱盐技术,相对前述技术成本较低,但是产水率不高,膜污染严重,浓水产率高。
发明内容
[0004] 本发明针对现有脱盐方法中反渗透存在产水率低、二次污染和电渗析难以适应废 水处理等问题,提出了一种高产水率的废水脱盐工艺及装置。
[0005] 本发明采用氯化钠作为汲取液,将正向渗透与电渗析相结合,利用高浓度的氯化 钠产生的渗透压,自然渗透汲取废水中的水分子,获得较高产水率,稀释后的氯化钠溶液通 过电渗析处理获得纯水,提浓后的氯化钠溶液返回到正向渗透作为汲取液。
[0006] 为达此目的,本发明采用以下技术方案:
[0007] -种高产水率的废水脱盐工艺,所述工艺采用氯化钠作为汲取液,渗透汲取废水 中的水分子;得到稀释后的氯化钠溶液通过电渗析处理获得纯水,提浓后的氯化钠溶液返 回作为汲取液。
[0008] 所述作为汲取液的氯化钠溶液浓度大于原料废水溶解性总固体浓度。
[0009] 所述作为汲取液的氯化钠溶液浓度为8〜100g/L,例如可选择8. 01〜99. 8g/L, 8. 5 〜93g/L,14 〜87. 6g/L,20 〜80g/L,27. 8 〜70. 3g/L,35 〜55g/L,40 〜50g/L,43. 6g/ L等,优选为30g/L。
[0010] 具体地说,本发明所述的高产水率的废水脱盐工艺为:
[0011] 废水首先进入预处理单元进行预处理脱除悬浮物和胶体,然后进入正向渗透单 元;正向渗透单元中的汲取液吸取废水中的水形成汲取液出水,进入电渗析单元,制备得到 纯水,电渗析单元浓盐水返回正向渗透单元作为汲取液进水。
[0012] 本发明还提供了一种实现如上所述废水脱盐工艺的装置,所述装置包括连通的正 向渗透单元和电渗析单元;所述电渗析单元的出口与正向渗透单元连通。
[0013] 所述正向渗透单元之前连接预处理单元;所述预处理单元包括砂滤器和浸没式超 滤罐。
[0014] 所述的正向渗透单元包括废水室、半渗透膜和汲取液室,废水室与汲取液室之间 使用半渗透膜分隔;所述的半渗透膜优选为聚酰胺复合膜。
[0015] 所述汲取液室上方连接有氯化钠溶液罐,下方连接有氯化钠稀溶液罐;所述氯化 钠稀溶液罐连入电渗析单元。
[0016] 废水首先进入预处理单元通过砂滤器和浸没式超滤罐预处理脱除悬浮物和胶体, 然后进入正向渗透单元;正向渗透单元包括废水室、半渗透膜和汲取液室,废水室与汲取液 室之间使用半渗透膜分隔。由于汲取液为8〜100g/L的氯化钠溶液,其盐浓度高于废水盐 度(约1000〜2000mg/L),基于渗透压原理,水分子将自动从废水室渗透进入汲取液室,通 过调整汲取液浓度,可获得较高的废水浓缩倍数,从而获得极高产水率。基于正向渗透为自 然渗透过程,相对于反渗透,膜污染极低而且可逆,容易通过反洗恢复膜通量。吸收水分而 稀释后的氯化钠溶液进入后续电渗析单元,该氯化钠溶液为纯氯化钠溶液,不存在膜污染, 基于氯离子和钠离子均为一价离子,电渗析效率较高,通过电渗析获得纯水和浓缩后的氯 化钠溶液,纯水进行回用,浓缩后的氯化钠溶液返回到正向渗透单元作为汲取液。
[0017] 与已有技术方案相比,本发明具有以下有益效果:
[0018] 通过本发明,电渗析膜不存在膜污染问题,大幅度提高离子交换膜膜寿命,同时正 向渗透膜的污染容易通过反洗可逆恢复通量,能获得极高的产水率(83%以上)。
附图说明
[0019] 图1是本发明具体实施例所述一种高产水率的废水脱盐工艺装置。
[0020] 图中:1_砂滤器;2-浸没式超滤罐;3-正向渗透单元;4-电渗析单元;5-废水室; 6_半渗透膜;7-正向渗透单元之汲取液室;8-氯化钠溶液罐;9-氯化钠稀溶液罐;10-废 水;11-浓缩后的废水;12-氯化钠浓溶液;13-纯水。
[0021] 下面对本发明进一步详细说明。但下述的实例仅仅是本发明的简易例子,并不代 表或限制本发明的权利保护范围,本发明的保护范围以权利要求书为准。
具体实施方式
[0022] 为更好地说明本发明,便于理解本发明的技术方案,本发明的典型但非限制性的 实施例如下:
[0023] 一种高产水率的废水脱盐装置,所述装置包括连通的预处理单元、正向渗透单元3 和电渗析单元4 ;所述电渗析单元4的出口与正向渗透单元3连通。
[0024] 所述预处理单元包括砂滤器1和浸没式超滤罐2。
[0025] 所述的正向渗透单元3包括废水室5、半渗透膜6和汲取液室7,废水室5与汲取 液室7之间使用半渗透膜6分隔;所述的半渗透膜6优选为聚酰胺复合膜。所述汲取液室 7上方连接有氯化钠溶液罐8,下方连接有氯化钠稀溶液罐9 ;所述氯化钠稀溶液罐9连入 电渗析单元4。
[0026] 实施例1
[0027] 深度处理对象为生物处理后的焦化废水,废水中TDS (溶解性总固体)为lOOOmg/ L左右。
[0028] 废水10首先进入砂滤器1进行过滤,然后进入浸没式超滤罐2,超滤过滤精度为 〇. 1微米,然后进入正向渗透单元3 ;正向渗透单元3的汲取液采用30g/L的氯化钠溶液,经 过正向渗透单元3后,废水被浓缩到约10g/L,浓缩倍数为10倍,产水率为90%,浓缩后的废 水11外排或处置;稀释后的氯化钠溶液进入后续电渗析单元4进行浓缩,达到30g/L后的 氯化钠浓溶液12返回到正渗透单元3作为汲取液,同时对获得的纯水13进行回用。
[0029] 实施例2
[0030] 深度处理对象为生物处理后的城市废水,废水中TDS (溶解性总固体)为500mg/L 左右。
[0031] 废水10首先进入砂滤器1进行过滤,然后进入浸没式超滤罐2,超滤过滤精度为 〇. 1微米,然后进入正向渗透单元3 ;正向渗透单元3的汲取液采用8g/L的氯化钠溶液,经 过正向渗透单元3后,废水被浓缩到约6g/L,浓缩倍数为12倍,产水率为92%,浓缩后的废 水11外排或处置;稀释后的氯化钠溶液进入后续电渗析单元4进行浓缩,达到8g/L后的氯 化钠浓溶液12返回到正渗透单元3作为汲取液,同时对获得的纯水13进行回用。
[0032] 实施例3
[0033] 深度处理对象为反渗透除盐水站的浓盐水,废水中TDS(溶解性总固体)为8000mg/ L左右。
[0034] 废水10首先进入砂滤器1进行过滤,然后进入浸没式超滤罐2,超滤过滤精度为 〇. 1微米,然后进入正向渗透单元3 ;正向渗透单元3的汲取液采用100g/L的氯化钠溶液, 经过正向渗透单元3后,废水被浓缩到约48g/L,浓缩倍数为6倍,产水率为83%,浓缩后的 废水11外排或处置;稀释后的氯化钠溶液进入后续电渗析单元4进行浓缩,达到100g/L后 的氯化钠浓溶液12返回到正渗透单元3作为汲取液,同时对获得的纯水13进行回用。
[0035] 申请人声明,本发明通过上述实施例来说明本发明的详细结构特征以及工艺方 法,但本发明并不局限于上述详细结构特征以及工艺方法,即不意味着本发明必须依赖上 述详细结构特征以及工艺方法才能实施。所属技术领域的技术人员应该明了,对本发明的 任何改进,对本发明所选用部件的等效替换以及辅助部件的增加、具体方式的选择等,均落 在本发明的保护范围和公开范围之内。
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