The difficulty of securing freshwater sources is increasing with global climate change. On the other hand, seawater is less affected by climate change and regarded as a stable water source. For utilizing seawater as freshwater, seawater desalination technologies should be employed to reduce the concentration of salts. However, current desalination technologies might accelerate climate change and create problems for the ecosystem. The desalination technologies consume higher energy than conventional water treatment technologies, increase carbon footprint with high electricity use, and discharge high salinity of concentrate to the ocean. Thus, it is critical to developing green desalination technologies for sustainable desalination in the era of climate change. The energy consumption of desalination can be lowered by minimizing pump irreversibility, reducing feed salinity, and harvesting osmotic energy. Also, the carbon footprint can be reduced by employing renewable energy sources to the desalination system. Furthermore, the volume of concentrate discharge can be minimized by recovering valuable minerals from high-salinity concentrate. The future green seawater desalination can be achieved by the advancement of desalination technologies, the employment of renewable energy, and the utilization of concentrate.

In actual seawater desalination plant, the pressure loss due to frictional force of pipe is about 3~5 bar. Also, the pressure loss at pipe connection about 1~3 bar. Therefore, the total pressure loss in the pipe is expected to be about 4~8 bar, which translates into 0.111 to 0.222 kWh/m3 of energy when converted into the Specific Energy Consumption(SEC). Reducing energy consumption is the most important factor in ensuring the economics of seawater desalination processes, but pressure loss in piping is often not considered in plant design. It is difficult to prevent pressure loss due to friction inside the pipe, but pressure loss at the pipe connection can be reduced by proper pipe design. In this study, seawater desalination plant piping analysis was performed using a commercial network program. The pressure loss and SEC for each case were calculated and compared by seawater desalination plant size.

Reverse osmosis seawater desalination facilities can extend the cleaning cycle and replacement time of the reverse osmosis membrane by pretreatment process. Selection of pretreatment process depends on water quality. It was attempted in this study to select approriate pretreatment process for the Masan bay, which was high in particles and organic content. For this purpose, performances of pretreatment processes such as filter adsorber (FA), pore controllable fiber (PCF), and ultrafiltration (UF) were compared based on the silt density index (SDI). The SDI value of the filtrate should be less than 3. The study results showed that UF can produce the filtrate quality satisfying the requirement. However, the transmembrane pressure (TMP) of UF increased quickly, reaching 0.6 bar within 4 days. In order to secure stable operation, FA and PCF were combined with UF. The study results showed that combination of PCF and UF was able to extend the filtration duration (more than 2 months) until to reach TMP of 0.6 bar.

Desalination plants are generally studied with higher operating costs compared to water supply facilities. This study was conducted to reduce the cost of water production and to preserve existing water resources. Therefore, the purpose of this study was to utilize the control valves to increase maximum efficiency, thereby reducing the power of the pumps and operating costs. Specific energy consumption was shown to reduce the process operating power by up to 1.7 times from 6.17 to 3.55 kWh/m3 based on seawater reverse osmosis 60 bar. In addition, the water intake process was divided into pre, inter, and post-according to the use method of blasting, and the water treatment process was divided into pre, inter, and post blending. In order to reduce power consumption, the blending process was combined to operate the facility, which resulted in the reduction of power consumption in the order post > pre-inter> inter blending.

막증발 기술은 최근 해수담수화 분야에서 많은 주목을 받고 있으며, 기존 증발법과 역삼투를 대체하는 대안기술로서 개발이 활발하게 추진되고 있다. 그러나 막증발 기술의 실용화를 위해서는 극복하여야 할 몇 가지 문제점이 있다. 본 연구에서는 막증발 기술을 효율적으로 적용하기 위하여 해결해야 하는 1) 스케일업 2) 막오염 억제 3) 막젖음 예측 및 방지기술 개발하고자 하였으며, 이를 통하여 저탄소 담수화를 실현시키기 위한 방안을 제시하고자 하였다.

본 연구에서는 향후 역삼투식 해수담수화 기술의 에너지 효율을 개선하기 위한 3가지 방법을 제안한다. 그리고 제안된 방법이 적용되었을 때, 이론적인 최대 에너지 소모량 감소를 엑서지 분석을 통해 산출하고 현재 개발되고 있는 기술을 분석해서 실질적으로 각 방법에서 에너지 소모량이 얼마나 감소될 수 있는지를 비교하고 분석한다. 이러한 논의를 통해서 향후 역삼투 공정의 에너지 소모량이 얼마나 더 감소할 수 있을지에 대한 가능성을 평가할 수 있고 나아가서 역삼투 해수담수화 플랜트의 에너지 소모량을 낮추는 명확한 아이디어를 제공할 수 있다.

본 연구는 역삼투 해수담수화 플랜트의 실 데이터 분석을 통해 에너지 소모를 줄이는 방안을 제안한다. 이를 위해 10,000m3/d 이상의 플랜트를 대상으로 70여개의 데이터를 수집하고 분석하였다. 역삼투 해수담수화 플랜트의 에너지 소모는 에너지회수장치 발전으로 인해 크게 감소하였으나 각 요인에 따라 다른 값을 보였다. 에너지 소모는 유입수 수질에 영향을 받고, 높은 수질의 생산수를 얻기 위해선 더 많은 에너지가 소모됨을 확인하였다. 또한, 플랜트 규모가 커지면 에너지 소모가 줄어든다고 알려져 있으나 반드시 그런 것은 아니며, 역삼투시스템 운영 시 에너지 소모가 최소가 되는 회수율이 있음을 알아냈다. 마지막으로 에너지 소모와 관련된 요인을 정리하고 이를 바탕으로 저에너지 소모를 위한 3가지 방안을 제시한다.

물 부족 현상의 해결책으로 저에너지 해수담수화가 가능한 정삼투 공정에 대한 연구가 활발히 진행되고 있다. 정삼투 공정은 가압 조건이 필요하지 않으므로 에너지 비용을 저감할 수 있다는 장점이 있다. 이에 사용되는 유도 용질은 높은 삼투압을 나타내어 높은 수투과를 발생시키고, 염의 역확산은 낮아야한다. 또한 유도용액 후처리 공정에서 저렴한 비용으로 쉬운분리가 가능해야한다. 최근에는 고분자 전해질을 이용한 유도용질, 온도감응성 고분자를 이용한 유도용질, 나노재료를 이용한 나노파티클 유도용질의 연구가 진행되었으나 상용화에는 이르지 못하고 있다. 본 연구에서는 높은 수투과량, 낮은 염의 역확산을 나타내고 나노여과로 쉽게 회수 가능한 카복시화된 폴리에틸렌이민 유도용질을 합성하고 정삼투 공정에서의 성능평가 및 다른 유도용액과 비교실험을 수행하였다.

The ultimate goal of seawater reverse osmosis brine management is to achieve minimal liquid discharge while recovering valuable resources. The suitability of an integrated system of membrane distillation (MD) with sorption for the recovery of rubidium (Rb⁺) and simultaneous SWRO brine volume reduction has been evaluated for the first time. Polymer encapsulated potassium copper hexacyanoferrate (KCuFC(PAN)) sorbent exhibited a good selectivity for Rb⁺ sorption. The integrated MD-KCuFC (PAN) system with periodic membrane cleaning, enabled 65% water recovery. A stable MD permeate flux was achieved with good quality permeate. KCuFC (PAN) showed a high regeneration and reuse capacity. Ammonium chloride air stripping followed by resorcinol formaldehyde resin filtration enabled to recover Rb⁺ from the desorbed solution.

Desalination plants have been recently constructed in many parts of the world due to water scarcity caused by population growth, industrialization and climate change. Most seawater desalination plants are designed with a submarine pipeline for intake and discharge. Submarine pipelines are installed directly on the bottom of the water body if the bottom is sandy and flat. Intake is located on a low-energy shoreline with minimal exposure to beach erosion, heavy storms, typhoons, tsunamis, or strong underwater currents. Typically, HDPE (High Density Polyethylene) pipes are used in such a configuration. Submarine pipelines cause many problems when they are not properly designed; HDPE pipelines can be floated or exposed to strong currents and wind or tidal action. This study examines the optimal design method for the trench depth of pipeline, analysis of on-bottom stability and dilution of the concentrate based on the desalination plant conducted at the Pacific coast of Peru, Chilca. As a result of this study, the submarine pipeline should be trenched at least below 1.8 m. The same direction of pipeline with the main wind is a key factor to achieve economic stability. The concentrate should be discharged as much as high position to yield high dilution rate.