|Table of Contents|

Application of Subsurface Water Intake System in Seawater Desalination Projects(PDF)

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

Issue:
2023年第02期
Page:
399-413
Research Field:
水资源与水文地质
Publishing date:

Info

Title:
Application of Subsurface Water Intake System in Seawater Desalination Projects
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)
Keywords:
subsurface water intake system gallery intakes seawater desalination impingement and entrainment pretreatment coastal environment adaptation
PACS:
P751; P753
DOI:
10.19814/j.jese.2022.01033
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.

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.

Memo

Memo:
-
Last Update: 2023-05-20