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Study on the Recycling and Reuse of Water Resources for the Arid and Water-deficient Area in Western China Key Project of the National Natural Science Foundation of China (NSFC) (Grant No. 50138020) Background In western China especially the northwestern region, people have been for long suffering from chronic water shortage. This restricts the speed of development and affects peoples’ living quality. There are mainly three reasons for this problem: (1) Dry climate and low rainfall resulting in an absolute deficiency of total water quantity; (2) Water quality pollution due to natural and artificial reasons, resulting in a shortage of qualitatively available water resources; (3) Shortage of financial sources for water resource development or appropriate water treatment. Consequently many people in this region cannot be supplied with the minimum amount of water for drinking and sanitary purposes, and water shortage becomes more and more serious with the increase of population as well as industrial development. Continuous development of exploitable water resources or long distance water transfer may be one measure to solve the water shortage problem but this needs large-scale investment and often causes new environmental problems. Under such circumstances, water recycling and reuse is thought to be a practical way to meet the needs of sustainable development in western China. Study Outputs Dissolved < district living w ater> System dynamic (SD) method was applied for the development of a mathematic model for the analysis of a water supply system which incorporates reclaimed water from centralized or decentralized wastewater treatment as a supplementary water resource, taking into consideration of social, economic and environmental factors. ←80% ←50% 20%→ TN 65%→ 50%→ SS 45%→ COD TP Combination of enhanced primary treatment with biodegradation – Fluidized Pellet Bed Bioreactor • Development of a hybrid submerged membrane bioreactor which combines both suspended growth-activated sludge and attached growth-biofilm with MF membrane for wastewater treatment and reuse. Pilot study of a decentralized wastewater treatment and reuse system 8 Raw wastewater PAC Legend 2 3 4 4 5 6 Air 10 7 PAM 11 12 9 Recycle Effluent 1 – raw water tank 2 – raw water pump 3 – static mixer 4 – flow meter 5 – FPB column 6 – agitating blades 7 – sampling tube 8 – motor 9 – outlet 10 – recycling water tank 11 – air dissolving pump 12 – pressure tank Within a total hydraulic retention time (HRT) of 33 minutes, the FPB bioreactor achieved COD, BOD, SS and TP removals of 90.0%, 93.6%, 95.6% and 94.1%, respectively from raw domestic sewage. About 40% removal of TN and 35% removal of NH3-N were also achieved. A soft package (SimWin) was developed for an optimized selection of unit treatment technology and combination of physical, physiochemical, biological and chemical processes for the treatment of domestic wastewater to meet the requirement of water reuse for certain purposes according to raw wastewater quality, scale of treatment and reuse, and other factors. This leads to a rational design of a treatment plant to achieve water reclamation in China, especially in the dry and water deficient northwestern regions. A series of experimental studies were conducted for advanced wastewater treatment for water reclamation: • Development of a dispersed-ozone floatation (DOF) separator for simultaneous tertiary treatment and disinfection Suspended matter takes a large portion of the contaminants in the raw domestic wastewater and enhanced primary treatment was found to be applicable to achieve a substantial removal of COD, BOD etc. 1 Modeling and optimization of treatment for wastewater reuse 60%→ ← 35% Advanced treatment processes • Application of ultrafiltration (UF) for tertiary treatment of the secondary effluent ←55% Increasing rate of reused - w ater ater treatm ent + + < reused w ater + Wastew volum e + Wastew ater drainage dem and> E xpected increasing rate of reused w ater volum e + R ational size of + reused w ater + volum e of reused E xpected R eused w ater treatm ent size w ater treatm ent C hange of reused w ater price Pipe m aintaining cost Investm ent of reused w ater + + + distributive netw ork + + Financial dem and of reused w ater running Financial dem and of < w ater price> reuse project ←40% ←60% 40%→ Wastew ater drainage coefficient Suspended 0.45m BOD 30%→ ←70% + Classification Organic - Enhanced primary treatment Inorganic Factors influencing consum ers ’ R eused w ater volum e acceptable degree Development of applicable treatment technologies ←30% 70%→ Dynamic analysis and modeling of centralized and decentralized wastewater treatment and reuse systems A newly developed biofilm supporter Original surface Modified surface Biomass on the surface With its surface well modified with pore size suitable for microorganisms to grow, the newly developed medium is used as biofilm supporter in a turbulent bed or moving bed bioreactor to achieve effective removal of nitrogen and phosphorus. A pilot plant was implemented in a village at the entrance of Xi’an Xiang-yu Forest Park, using a modified SBR and enhanced filtration process. The treated water is used for onsite irrigation. Risk assessment of water reuse The risk of using treated wastewater for various purposes of wastewater reuse was assessed mainly regarding the pathogenic microorganisms. PCR assay was applied for a fast and accurate identification of microorganisms. Economic and management aspects Several models were developed for economic assessment of water reuse. Life Circle Assessment was used as a tool for a comprehensive analysis of both centralized and decentralized wastewater treatment and reuse systems.