Inorganic Scaling in Desalination Systems
Inorganic scaling is a major concern for thermal and reverse osmosis (RO) seawater desalination plants, which are the key technologies for meeting the increasing freshwater demand. Membrane scaling is a detrimental effect in both thermal and RO process that reduces its performance particularly by reducing the water flux and causing membrane wetting. In this chapter, the formation mechanisms of inorganic scaling in thermal and reverse osmosis plants are discussed. The factors contributing to scale formation such as temperature, pH, and ionic strength of the treated water and the scale indices frequently used to predict the scale formation are explained. Finally, prevention methodologies developed to mitigate inorganic scaling (pre-treatment strategies, cleaning processes, advanced materials, etc.) are enumerated and discussed. Overall, this chapter provides a fundamental perspective of the inorganic scaling in thermal and reverse osmosis seawater desalination plants.
- Research Article
4
- 10.4491/ksee.2019.41.7.389
- Jul 31, 2019
- Journal of Korean Society of Environmental Engineers
Objectives The production cost of reverse osmosis (RO) seawater desalination plant is determined by the CAPEX (Capital expenditure) and OPEX (Operating expenditure). In detail, CAPEX and OPEX are composed of direct cost, overhead cost, electricity cost, and other O&M costs. However, CAPEX and OPEX may vary by country and region. Therefore, this study tries to estimate the production cost by calculating the construction and maintenance costs depending on production capacities based on the operation results such as TDS concentration and the energy consumption from a seawater desalination plant in Korea. Methods A two-stage RO based seawater desalination plant with a capacity of 10 MIGD (45,000 m3/d) was used in this study. The plant consists of a 2 MIGD (9,000 m3/d) unit having DABF (Dissolved air bio-ball filter) and UF (Ultrafiltration) as pretreatment processes, and another 8 MIGD (36,000 m3/d) unit having DABF and DMF (Dual media filtration) as pretreatment processes. To estimate the production cost, construction and maintenance costs were calculated by using GWI's Desaldata cost estimator. CAPEX (Capital expenditure) was calculated based on production capacity, recovery rate, TDS concentration and temperature of seawater, while OPEX (Operating expenditure) was calculated based on production capacity, country, energy consumption, and electricity unit price. Results and Discussion The energy consumptions from EMS (Energy Management System) were 5.48 kWh/m3 at SLC (9,000 m3/d) and 3.4 kWh/m3 at MLC (45,000 m3/d), respectively. In the CAPEX, MLC was reduced by 395,954 ₩/m3 compared to SLC, and the LLC was lower by 192,019 ₩/m3 than MLC. Overall, CAPEX decreased as the production capacity increased. The CAPEX of small plants with production capacity between 10,000 and 50,000 m3/d was significantly different; however, there was no significant difference in larger plants having a capacity above 100,000 m3/d. The OPEX for the annual production capacity showed a sizable difference with 742.3 ₩/m3, 636.5 ₩/m3 and 580.3 ₩/m3 for SLC, MLC, and LLC, respectively. The electricity cost was a substantial portion of OPEX. Also, the production costs based on the interest rates (3% and 5%) were 1,326-1,384 ₩/m3, 1,163-1,209 ₩/m3, and 1,023-1,070 ₩/m3 for SLC, MLC, and LLC, respectively. The results were consistent with 1.0 US$/m3, which is the average production costs presented from other references. Conclusions The production cost estimated using the Desaldata cost estimator based on the CAPEX and OPEX tends to decrease as the capacity increases. However, when the capacity increased over 50,000 m3/d, the production cost decreased by an average of 40 ₩/m3. Thus the decrement of production cost reduced. From these results, the production cost of tap water through seawater desalination was estimated between 1,023 ₩/m3 and 1,070 ₩/m3 above 100,000 m3/d. Therefore, it is difficult to introduce a large-scale desalination plant in Korea, because the average tap water price was 834.6 ₩ in Korea in 2017. However, It is expected that the seawater desalination will be introduced as an alternative water source whenever drinking water price rises, or when the quantity of available drinking water sources reduce due to climate change and water pollution, or whenever energy consumption is reduced as a result of the steady development of the component technologies such as the reverse osmosis membrane, high-pressure pump, and energy recovery device. Key words: Reverse osmosis seawater desalination plant, Water price, Capital expenditure, Operating expenditure, Energy consumption
- Research Article
120
- 10.1016/s0376-7388(03)00217-5
- Aug 5, 2003
- Journal of Membrane Science
Ion-exchange membrane electrodialytic salt production using brine discharged from a reverse osmosis seawater desalination plant
- Research Article
75
- 10.1016/j.apenergy.2014.09.093
- Oct 24, 2014
- Applied Energy
Preliminary experimental analysis of a small-scale prototype SWRO desalination plant, designed for continuous adjustment of its energy consumption to the widely varying power generated by a stand-alone wind turbine
- Research Article
18
- 10.1016/j.rser.2012.09.022
- Nov 1, 2012
- Renewable and Sustainable Energy Reviews
Waste energy recovery in seawater reverse osmosis desalination plants. Part 1: Review
- Research Article
14
- 10.1016/j.desal.2023.117180
- Nov 28, 2023
- Desalination
ANN based-model for estimating the boron permeability coefficient as boric acid in SWRO desalination plants using ensemble-based machine learning
- Research Article
16
- 10.1080/19443994.2014.940653
- Jul 18, 2014
- Desalination and Water Treatment
Influence of site-specific parameters on environmental impacts of desalination
- Conference Article
1
- 10.5339/qfarc.2016.eeop2733
- Jan 1, 2016
Novel Tri Hybrid Desalination Plants
- Research Article
- 10.5004/dwt.2010.1660
- Mar 1, 2010
- Desalination and Water Treatment
Application of World Ocean Atlas data for estimating the relative performance of a new construction of SWRO desalination plant
- Research Article
30
- 10.1016/j.desal.2022.116094
- Sep 9, 2022
- Desalination
Fouling control in SWRO desalination during harmful algal blooms: A historical review and future developments
- Research Article
4
- 10.1080/19443994.2015.1106095
- Oct 28, 2015
- Desalination and Water Treatment
Energy consumption assessment of 4,000 m3/d SWRO desalination plants
- Research Article
9
- 10.1007/s11814-014-0356-0
- Mar 17, 2015
- Korean Journal of Chemical Engineering
Our aim was to analyze, monitor, and predict the outcomes of processes in a full-scale seawater reverse osmosis (SWRO) desalination plant using multivariate statistical techniques. Multivariate analysis of variance (MANOVA) was used to investigate the performance and efficiencies of two SWRO processes, namely, pore controllable fiber filter-reverse osmosis (PCF-SWRO) and sand filtration-ultra filtration-reverse osmosis (SF-UF-SWRO). Principal component analysis (PCA) was applied to monitor the two SWRO processes. PCA monitoring revealed that the SF-UF-SWRO process could be analyzed reliably with a low number of outliers and disturbances. Partial least squares (PLS) analysis was then conducted to predict which of the seven input parameters of feed flow rate, PCF/SF-UF filtrate flow rate, temperature of feed water, turbidity feed, pH, reverse osmosis (RO)flow rate, and pressure had a significant effect on the outcome variables of permeate flow rate and concentration. Root mean squared errors (RMSEs) of the PLS models for permeate flow rates were 31.5 and 28.6 for the PCF-SWRO process and SF-UF-SWRO process, respectively, while RMSEs of permeate concentrations were 350.44 and 289.4, respectively. These results indicate that the SF-UF-SWRO process can be modeled more accurately than the PCF-SWRO process, because the RMSE values of permeate flowrate and concentration obtained using a PLS regression model of the SF-UF-SWRO process were lower than those obtained for the PCF-SWRO process.
- Research Article
4
- 10.1016/0011-9164(87)90216-5
- Dec 1, 1987
- Desalination
Seawater pretreatment by continuous sand filter for seawater RO (reverse osmosis) desalination plant
- Research Article
2
- 10.1080/19443994.2013.780791
- Sep 1, 2013
- Desalination and Water Treatment
Economic feasibility study for MF system as a pretreatment of SWRO in test bed desalination plant
- Research Article
9
- 10.1016/j.desal.2013.03.019
- Apr 20, 2013
- Desalination
Reflection of the structural distinctions of source—different humic substances on organic fouling behaviors of SWRO membranes
- Research Article
1
- 10.3390/microorganisms10040682
- Mar 22, 2022
- Microorganisms
This pilot study investigates the formation of aggregates within a desalination plant, before and after pre-treatment, as well as their potential impact on fouling. The objective is to provide an understanding of the biofouling potential of the feed water within a seawater reverse osmosis (SWRO) desalination plant, due to the limited removal of fouling precursors. The 16S and 18S rRNA was extracted from the water samples, and the aggregates and sequenced. Pre-treatment systems, within the plant remove < 5 µm precursors and organisms; however, smaller size particles progress through the plant, allowing for the formation of aggregates. These become hot spots for microbes, due to their nutrient gradients, facilitating the formation of niche environments, supporting the proliferation of those organisms. Aggregate-associated organisms are consistent with those identified on fouled SWRO membranes. This study examines, for the first time, the factors supporting the formation of aggregates within a desalination system, as well as their microbial communities and biofouling potential.
- Ask R Discovery
- Chat PDF
AI summaries and top papers from 250M+ research sources.