|本期目录/Table of Contents|

[1]李福林,张其坤*,陈华伟,等.地下取水系统在海水淡化工程中的应用[J].地球科学与环境学报,2023,45(02):399-413.[doi:10.19814/j.jese.2022.01033]
 LI Fu-lin,ZHANG Qi-kun*,CHEN Hua-wei,et al.Application of Subsurface Water Intake System in Seawater Desalination Projects[J].Journal of Earth Sciences and Environment,2023,45(02):399-413.[doi:10.19814/j.jese.2022.01033]
点击复制

地下取水系统在海水淡化工程中的应用(PDF)
分享到:

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第45卷
期数:
2023年第02期
页码:
399-413
栏目:
水资源与水文地质
出版日期:
2023-03-15

文章信息/Info

Title:
Application of Subsurface Water Intake System in Seawater Desalination Projects
文章编号:
1672-6561(2023)02-0399-15
作者:
李福林1张其坤2*陈华伟1王开然1孙婷婷1王志宁3梁 恒4白朗明4谷东起5孙永根5
(1. 山东省水利科学研究院,山东 济南 250014; 2. 山东师范大学 化学化工与材料科学学院,山东 济南 250014; 3. 山东大学 环境科学与工程学院,山东 青岛 266237; 4. 哈尔滨工业大学 环境学院,黑龙江 哈尔滨 150090; 5. 自然资源部第一海洋研究所,山东 青岛 266061)
Author(s):
LI Fu-lin1 ZHANG Qi-kun2* CHEN Hua-wei1 WANG Kai-ran1 SUN Ting-ting1 WANG Zhi-ning3 LIANG Heng4 BAI Lang-ming4 GU Dong-qi5 SUN Yong-gen5
(1. Water Resources Research Institute of Shandong Province, Jinan 250014, Shandong, China; 2. School of Chemistry, Chemical Engineering and Materials Science, Shandong Normal University, Jinan 250014, Shandong, China; 3. School of Environmental Science and Engineering, Shandong University, Qingdao 266237, Shandong, China; 4. School of Environment, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China; 5. The First Institute of Oceanography, Ministry of Natural Resources, Qingdao 266061, Shandong, China)
关键词:
地下取水系统 地下廊道取水系统 海水淡化 撞击和夹带 预处理 海岸环境 适应性
Keywords:
subsurface water intake system gallery intakes seawater desalination impingement and entrainment pretreatment coastal environment adaptation
分类号:
P751; P753
DOI:
10.19814/j.jese.2022.01033
文献标志码:
A
摘要:
海水淡化已经成为解决世界滨海地区城市和生活用水短缺的重要手段,地下取水系统是海水淡化工程的重要组成部分,在提供充足和稳定的水源方面发挥了非常重要的作用。为了提升中国海水淡化工程地下取水技术水平,在参阅大量文献基础上,首先对地下取水系统的类型进行了介绍; 然后,以反渗透海水淡化工艺为例,采取个例分析、数据挖掘再加工、环境影响分析和归纳总结等方法,对地下取水系统的优劣势进行了分析; 最后,就地下取水系统对不同海岸地貌的适应性以及地下取水设施的投资和运行成本进行了分析。结果表明:①地下取水系统相比开敞式地表海水取水系统,具有消除海洋生物撞击和夹带、去除藻类和一些有机物、净化改善水质、替代或部分替代海水淡化预处理等优势; ②地下取水设施因选址、建设和地下水开采运行等因素,也可能存在破坏海滩地貌形态,导致近岸海洋栖息地环境变化,引起滨海敏感地区海水入侵和地下取水水质污染等问题; ③地下取水系统对不同海岸环境的适应性,不仅取决于海岸地貌类型,还取决于海洋水文及海岸带水文地质条件; ④地下取水系统相比地表海水取水系统具有较强的优势,不同类型地下取水系统的投资费用取决于取水工程的建设规模、取水量以及取水构筑物和管材等多种因素。目前,海水淡化地下取水系统研究尚不充分,未来一方面要加强组合式地下取水设施及取水口设计的创新性研究,另一方面要注重海水淡化地下取水的海岸海洋环境效应尤其是生态环境效应的研究。
Abstract:
Seawater desalination has being become a reliable solution to the shortage of urban and domestic water in the coastal areas around the world. As an integral part of the desalination process, subsurface water intake system is different from the direct seawater intake system, which refers to the water facilities that taking salty water from beaches, coastal aquifers or submarine mediums, playing an important role for providing adequate and consistent flow of feed water. Unfortunately, there is little research and application on subsurface water intake system of seawater desalination in China. In order to fill the knowledge gap and promote the related subsurface water intaking technologies in China, the types of the subsurface water intake systems was firstly introduced based on the review of many literatures. Secondly, taking the reverse osmosis process as an example, the advantages and disadvantages of the subsurface water intake system were discussed by some cases, data mining and reprocessing, environmental impact and systematic summaries. Finally, adaptive assessment of subsurface water intake system for different coastal geomorphology was analyzed, as well as the investment cost of subsurface water intake system. The results show the following understandings: ① comparing with the open-ocean intakes for seawater reverse osmosis desalination, the alternative subsurface water intake system can offer the advantages for eliminating the impingement and entrainment, removing algae and some organic matters, purifying and improving raw water quality, completely or partly replacing seawater desalination pretreatment; ② due to inappropriate site selection, irregular construction and groundwater exploitation operations, the subsurface water intake system may also cause some issues such as changes in the original beach morphology, threats to coastal marine habitats and induction of saltwater intrusion and intake water pollution in sensitive coastal areas; ③ subsurface water intake system is adaptive to coastal environment, which depends not only on coastal geomorphology, but even more on the nearshore hydrologic and hydrogeological conditions, especially the hydraulic properties of coastal aquifers; ④ the investment and operation costs for the subsurface water intake system have strong advantages over the surface water intake systems, of which the investment cost depends on the factors such as water intake capacity, building scales, infrastructure structures and construction materials. Due to the limitations in research at present, it is necessary to strengthen the joint water intake facilities and the innovative intake design, and in the meantime, it should be more focused on coastal and marine environmental effects, especially the ecological environmental effects on the subsurface water intakes of desalination in the future.

参考文献/References:

[1] DAWOUD M A.The Role of Desalination in Augmentation of Water Supply in GCC Countries[J].Desalination,2005,186(1/2/3):187-198.
[2] PANKRATZ T.Overview of Intake Systems for Seawater Reverse Osmosis Facilities[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:3-17.
[3] LATTEMANN S,HOPNER T.Environmental Impact and Impact Assessment of Seawater Desalination[J].Desalination,2008,220(1/2/3):1-15.
[4] HOGAN T W.Impingement and Entrainment at SWRO Desalination Facility Intakes[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:57-78.
[5] MISSIMER T M,GHAFFOUR N,DEHWAH A H A,et al.Subsurface Intakes for Seawater Reverse Osmosis Facilities:Capacity Limitation,Water Quality Improvement,and Economics[J].Desalination,2013,322:37-51.
[6] HUSSAIN A,MAHRUKH M,AHMED I.Review the Importance of Seawater Intake and Its Treatment Techniques for RO Desalination Plant[J].Pakistan Journal of Scientific and Industrial Research Series A:Physical Sciences,2019,62(3):215-222.
[7] PULIDO-BOSCH A,VALLEJOS A,SOLA F.Methods to Supply Seawater to Desalination Plants Along the Spanish Mediterranean Coast and Their Associated Issues[J].Environmental Earth Sciences,2019,78(10):1-9.
[8] ABDEL-JAWAD M,EBRAHUM S.Beachwell Seawater Intake as Feed for an RO Desalting System[J].Desalination,1994,99(1):57-71.
[9] DEHWAH A H A,MISSIMER T M.Subsurface Intake Systems:Green Choice for Improving Feed Water Quality at SWRO Desalination Plants,Jeddah,Saudi Arabia[J].Water Research,2016,88:216-224.
[10] WILLIAMS D E.Slant Well Intake Systems:Design and Construction[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:275-320.
[11] RACHMAN R,LI S,MISSIMER T M,et al.SWRO Feed Water Quality Improvement Using Subsurface Intakes in Oman,Spain,Turks and Caicos Islands,and Saudi Arabia[J].Desalination,2014,351:88-100.
[12] HASSAN A M,JAMALUDDIN A T M,ROWAILI A,et al.Investigating Intake System Effectiveness with Emphasis on a Self-jetting Well-point(SJWP)Beach Well System[J].Desalination,1999,123(2/3):195-204.
[13] MALIVA R G,MISSIMER T M.Well Intake Systems for SWRO Systems:Design and Limitations[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:147-162.
[14] NIKOLAY V.Thorough Study Is Key to Large Beach-well Intakes[J].International Desalination and Water Reuse Quarterly,2004,14(1):16-20.
[15] PETERS T,PINTO D,PINTO E,et al.Improved Seawater Intake and Pre-treatment System Based on Neodren Technology[J].Desalination,2007,203(1/2/3):134-140.
[16] FARIÑAS M,LÓPEZ L A.New and Innovative Seawater Intake System for the Desalination Plant at San Pedro del Pinatar[J].Desalination,2007,203(1/2/3):199-217.
[17] DEHWAH A H,MISSIMER T M.Technical Feasibility of Using Gallery Intakes for Seawater RO Faci-lities,Northern Red Sea Coast of Saudi Arabia:The King Abdullah Economic City Site[J].Desalination and Water Treatment,2013,51(34/35/36):6472-6481.
[18] MISSIMER T M,MALIVA R G,DEHWAH A H,et al.Use of Beach Galleries as an Intake for Future Seawater Desalination Facilities in Florida and Globally Similar Areas[J].Desalination and Water Treatment,2014,52(1/2/3):1-8.
[19] WILLIAMS D E.Design and Construction of Subsurface Intakes[M]∥GUDE V G.Sustainable Desalination Handbook.Oxforde:Butterworth-Heinemann,2018:227-258.
[20] ALLEN J B,CHENG R C,TSENG T J,et al.Update Evaluation of Under-ocean Floor Seawater Intake and Discharge[J].IDA Journal of Desalination and Water Reuse,2011,3(1):19-25.
[21] MALIVA R G,MISSIMER T M.Self-cleaning Beach Gallery Design for Seawater Desalination Plants[J].Desalination and Water Treatment,2010,13(1/2/3),88-95.
[22] RACHMAN R,MISSIMER T M.Feasibility and Design of Seabed Gallery Intake Systems Along the Arabian Gulf Coast of Saudi Arabia with a Discussion on Gallery Intake Use for the Entire Arabian Gulf Region[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:251-273.
[23] DEHWAH A H A,AL-MASHHAWARI S,MISSIMER T M.Mapping to Assess Feasibility of Using Subsurface Intakes for SWRO,Red Sea Coast of Saudi Arabia[J].Desalination and Water Treatment,2014,52(13/14/15):2351-2361.
[24] MANTILLA D,MISSIMER T M.Seabed Gallery Intake Technical Feasibility for SWRO Facilities at Shuqaiq,Saudi Arabia and Other Global Locations with Similar Coastal Characteristics[J].Journal of Applied Water Engineering and Research,2014,2(1):3-12.
[25] NIKOLAY V.Overview of Desalination Plant Intake Alternatives[R].Virginia:Watereuse Association Desalination Committee,2011.
[26] SHIMOKAWA A.Fukuoka District Desalination System with Some Unique Methods[R]∥National Centre of Excellence in Desalination.International Desalination Intakes and Outfalls Workshop Proceedings.Ade-laide:National Centre of Excellence in Desalination,2012:116-118.
[27] MISSIMER T M,MALIVA R G,PANKRATZ T.Innovations in Design and Operation of SWRO Intake Systems[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:351-360.
[28] FAYAZ S M H,MAFIGHOLAMI R,RAZAVIAN F,et al.Technical and Economical Comparison Study Between Operation Costs of Beach Well Intake and Open Intake for Seawater Reverse Osmosis Desalination in Persian Gulf[J].Desalination and Water Treatment,2020,178:74-82.
[29] HENTHORNE L,BOYSEN B.State-of-the-art of Reverse Osmosis Desalination Pretreatment[J].Desalination,2015,356:129-139.
[30] RACHMAN R,DEHWAH A H A,LI S,et al.Effects of Well Intake Systems on Removal of Algae,Bacte-ria,and Natural Organic Matter[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:163-193.
[31] DEHWAH A H A,MISSIMER T M.Seabed Gallery Intakes:Investigation of Water Pretreatment Effectiveness of the Active Layer Using a Long-term Co-lumn Experiment[J].Water Research,2017,121:95-108.
[32] SHAHABI M P,MCHUGH A,HO G.Environmental and Economic Assessment of Beach Well Intake Versus Open Intake for Seawater Reverse Osmosis Desalination[J].Desalination,2015,357:259-266.
[33] ANDERSON D J,TIMMS W A,GLAMORE W C.Optimising Subsurface Well Design for Coastal Desa-lination Water Harvesting[J].Australian Journal of Earth Sciences,2009,56:53-60.
[34] VOUTCHKOV N.SWRO Desalination Process:On the Beach-seawater Intakes[J].Filtration and Separation,2005,42(8):24-27.
[35] BAALOUSHA H M.The Potential of Using Beach Wells for Reverse Osmosis Desalination in Qatar[J].Modeling Earth Systems and Environment,2016,2(2):1-12.
[36] RODRIGUEZ-ESTRELLA T,PULIDO-BOSCH A.Methodologies for Abstraction from Coastal Aquifers for Supplying Desalination Plants in the Southeast of Spain[J].Desalination,2009,249(3):1088-1098.
[37] WILLIAMS D E.Yield and Sustainability of Large Scale Slant Well Feedwater Supplies for Ocean Water Desalination Plants[C]∥IDA.The International Desalination Association World Congress on Desalination and Water Reuse.San Diego:IDA,2015:1-17.
[38] PANKRATZ T.A Review of Seawater Intake,Pretreatment and Discharge Technologies[R].Tehran:The International Desalination Association Seminar on Water Desalination Technologies,2006.
[39] PANTELL S E.Seawater Desalination in California[R].California:California Coastal Commission,1993.
[40] BELL R B,DONOVAN M,CHARETTE M,et al.Ocean Water Desalination Pilot Testing Utilizing a Slant Well Intake System in Dana Point,Orange County,CA[R].Dana Point:The Wate Reuse California Annual Conference,2011.
[41] MORTON R A.Mapping Shores and Coastal Terrain[M]∥SCHWARTZ M L.Encyclopedia of Coastal Science.Berlin:Springer,2005:618-623.
[42] DEHWAH A H A,AL-MASHHAWARI S,MISSIMER T M.Coastal Evaluation and Planning for Development of Subsurface Intake Systems[M]∥MISSIMER T M,JONES B,MALIVA R G.Intakes and Outfalls for Seawater Reverse-osmosis Desalination Facilities.Berlin:Springer,2015:125-145.
[43] MISSIMER T M,SCOTT MANAHAN W,MALIVA R G.Technical and Economic Analyses of Intake Options for the Proposed 100 L/S Tia Maria Seawater RO Treatment Facility in Southern Peru[C]∥AMTA.2010 American Membrane Technology Association Annual Conference and Exposition.San Diago: AMTA,2010:25-34.
[44] NIKOLAY V.Desalination Engineering:Planning and Design[M].New York:McGraw-Hill,2012.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2022-01-29; 修回日期:2022-06-08
基金项目:国家重点研发计划项目(2018YFC0408000); 国家自然科学基金项目(40776050)
作者简介:李福林(1967-),男,山东郯城人,研究员,理学博士,E-mail:fulinli@126.com。
*通讯作者:张其坤(1972-),男,山东济南人,副教授,理学博士,E-mail:zhangqk@sdnu.edu.cn。
更新日期/Last Update: 2023-05-20