This study explored effects of a sludge-based biochar addition on nitrogen removal of membrane bioreactor (MBR) for wastewater treatment. The membrane fouling reduction by the biochar addition was also investigated. A dose of 3 g/L of the biochar was applied to an MBR (i.e., BC-MBR) and treatment efficiencies of organic matter and nutrient were analyzed. The MBRs with powdered activated carbon (i.e., AC-MBR) and without any additives were also operated in parallel. The average removals of COD and TN were improved with the biochar addition compared to those with the control MBR. Interestingly, operational duration was also increased with biochar addition. The CLSM analysis revealed that biomass amounts of BC-MBR and AC-MBR were reduced by more than 40%, and thickness of the biofilm attached to the membrane surface also was decreased. The physical properties of biochar surfaces were compared with a commercial powdered activated carbon. The specific surface area with 38 m2/g and pore volume with 0.13 cm3/g of the biochar were much smaller than those of the powdered activated carbon, which were 1100 m2/g and 0.67 cm3/g, respectively. Manufacturing conditions for the biochar production needs to be further investigated for enhancing physical properties for adsorption and biological improvement.

The object of this study is to feasibility assesment for co-digestion efficiency of food waste recycling wastewater(FWR) with thermal hydrolysis process dehydration cake (THP Sludge). As a result of THP pre-treatment experimental conditions to 160oC and 30 minutes, the solubility rate(conversion rate of TCOD to SCOD) of the THP sludge increased by 34%. And the bio-methane potential in the THP sludge increased by about 1.42 times from 0.230 to 0.328 m3 CH4/kg VS compared to the non-pre-treatment. The substrates of the co-digestion reactor were FWR and THP sludge at a 1:1 ratio. Whereas, only FWR was used as a substrate in the digestion reactor as a control group. The experimental conditions are 28.5 days of hydraulic retention time(HRT) and 3.5 kg VS/m3-day of organic loading rate(OLR). During the 120 days operation period, the co-digestion reactor was able to operate stably in terms of water quality and methane production, but the FWR digestion reactor deteriorated after 90 days, and methane production decreased to 0.233 m3 CH4/kg VS, which is 67% of normal condition. After 120 days of the experiment, organic loading rate(OLR) of co-digestion reactor was gradually increased to 4.5 kg VS/m3-day and operated for 80 days. Methane production during 80 days was evaluated to be good at the level of 0.349 m3 CH4/kg VS. As a result of evaluating the dehydration efficiency of the sludge before/after 150-180oC THP using a filter press, it was confirmed that the moisture content of the sludge treated before THP at 180oC was 75% and improved by 8% from 83-85% level. Therefore, it is expected that the co-digestion reactor of FWR and THP sludge will ensure stable treatment water quality and increase bio-methane production and reduction effect of dehydration sludge volume.

액상 바이오연료를 생산할 수 있는 하수슬러지는 자국의 에너지 안보와 지속가능한 생산이 가능하고 경제적인 원료로 여겨지고 있다. 열화학적 기술은 하수슬러지를 에너지화, 연료화할 수 있는 가장 효과적인 방법이다. 일반적으로 하수슬러지는 수분 함량이 80% 이상으로 높은 금속 함량과 14 ~ 20 MJ/kg의 발열량을 갖고 있다. 본 논문에서는 하수슬러지를 활용한 액상 바이오연료를 생산하는 열분해 반응, 전이에스테르화 반응, 초임계 반응 기술에 대해 살펴보고자 한다. 또한, 하수슬러지 유래 액상 바이오연료의 연료적 특성과 액상 바이오연료와 관련한 국내 법에 대해 검토하였다.

Phosphorus (P) is a limited, essential, and irreplaceable nutrient for the biological activity of all the living organisms. Sewage sludge ash (SSA) is one of the most important secondary P resources due to its high P content. The SSA has been intensively investigated to recover P by wet chemicals (acid or alkali). Even though H2SO4 was mainly used to extract P because of its low cost and accessibility, the formation of CaSO4 (gypsum) hinders its use. Heavy metals in the SSA also cause a significant problem in P recovery since fertilizer needs to meet government standards for human health. Therefore, P recovery process with selective heavy metal removal needs to be developed. In this paper some of the most advanced P recovery processes have been introduced and discussed their technical characteristics. The results showed that further research is needed to identify the chemical mechanisms of P transformation in the recovery process and to increase P recovery efficiency and the yields.

This study aimed to investigate the feasibility of improving dewaterability and settleability of sewage sludge using coagulation sludge. When mixed with sewage sludge and coagulation sludge at 1:1 ratio, capillary suction time(CST) and specific resistance to filtration(SRF) decreased by about 56% and 68%, respectively. It is found that total solids(TS) and volatile solids(VS) of mixing sludge are increased by about 59% and 53%, respectively. Also, the turbidity of the mixing sludge supernatant was reduced from 99 to 16 NTU. It is observed that the mixing of sewage sludge and coagulation sludge at 1:1 showed better effect than using poly-aluminum chloride(PAC) coagulant at 25 mg/L.

본 연구에서는 막결합생물반응조(MBR)공법을 비롯한 하수고도처리공법에서 유입하수량의 변화에 따른 슬러지 특성 변화를 파악하고자 하였다. 일 1.5톤을 처리하는 모형실험시설에서 설계유량 대비 유입하수량을 100, 70, 40, 10%로 변 화시켜가며 이에 따른 비탈질속도(specific denitrification rate)와 비질산화속도(specific ammonia oxidation rate)의 변화를 측 정하였다. 각 공법의 폭기조에서 채취한 슬러지의 비질산화속도는 유입하수량 100% 조건에서 세 가지 공법 모두 유사한 값 (0.10 gNH4/gMLVSS/day)으로 측정되었다. 유입하수량이 70%에서 40%로 감소함에 따라 비질산화속도가 크게 감소하는 경향을 나타냈다. 비탈질속도 역시 유입하수량이 감소함에 따라 최대 50%가량 감소하였다. 유입하수량이 감소할수록 비탈질속 도와 비질산화속도가 감소하는 경향을 나타냈으나 원수의 총질소 농도와 반응조 내 미생물 농도를 고려하면 질소제거율에 영향을 미칠 정도는 아니었다. 따라서 유입하수량이 감소하는 경우에도 반응조 내 미생물 농도를 높게 유지할 수 있다면 안정적인 질소 제거가 가능할 것으로 판단된다.

반 건조 소화 하수슬러지와 폐플라스틱을 혼합하여 파일롯 규모(85.3kg/hr)의 연속식 저온 (510℃~530℃) 열분해 실험을 하였다. 실험결과 열분해가스 발생량은 투입물 건량의 최대 68.3%, 발열 량은 40.9 MJ/Nm3 이었으며, 연속식 열분해에 따른 외기 유입율이 19.6%이었다. 오일은 투입물 건량 의 4.2%가 발생하였고, 저위발열량은 32.5 MJ/kg 이었으며 시설부식 등을 일으킬 수 있는 황과 염소의 함량이 각각 0.2% 이상이었다. 투입물 건량의 27.5%가 발생한 탄화물의 저위 발열량은 10.2 MJ/kg 이 었고, 용출시험 결과 지정폐기물에 해당하지 않았다. 열분해가스의 연소 배가스는 일산화탄소, 황산화물, 시안화수소 등의 배출농도가 특히 높았고, 다이옥신 (PCDDs/DFs)은 0.034 ng-TEQ/Sm3 로서 법적 기 준치 이내였다. 건조 배가스 응축으로 발생한 폐수는 수질오염물질 47개 항목 중 총질소, n-H 추출물질, 시안 등의 고농도 항목이 많아 전처리 후 하수처리장 등에서의 병합처리 방식을 고려할 필요가 있었다.

The purpose of this study is to produce the auxiliary fuel additives that will improve the heat value and reduce the odor of dried sewage sludge, an auxiliary fuel for power plants using process by-products. Through an odor analysis prior to the production of auxiliary fuel additives, it was confirmed that the main odor materials are Methylmercaptan, Acetaldehyde and Trimethylamine. Based on this, we measured the heating value on various processes by-products such as by-products of thermal power generation and by-products of refinery. In addition, the adsorption performance in the major odor material was evaluated. However, for Trimethylamine, it is very difficult to secure the reproducibility of the concentration of the standard materials as the standard material is liquid. Therefore, it was used Ammonia, which has basic property, to replace Trimethyamine. In the evaluation of various process by-products, the highest heating value in heavy oil fly ash was 5,575 kcal/kg, while in the adsorption performance evaluation, FCC was shown as having the best performance in adsorption, as it could adsorb 100% of Methylmercaptan, 47% of Acetaldehyde and 76% of Ammonia. We conducted an adsorption experiment after supporting a transition metal on the FCC in order to improve the adsorption capacity. As a result, it was confirmed the best efficiency when supporting the copper nitrate 0.5% on the FCC. Based on this result, the experiment was conducted to determine the optimal mixing ratio with a high heating value and odor reducing function using Heavy oil fly ash and FCC. The optimal mixing ratio was 90% of Heavy oil fly ash and 10% of FCC. Furthermore, it was found that the most economical performance and highest odor reducing efficiency was achieved when the mixing ratio was 90% of dried sewage sludge and 10% of auxiliary fuel additives.

본 연구에서는 하수슬러지 가용화를 위한 불용성전극을 개발하여 전기화학적 특성을 확인 하였다. 이리듐을 주촉매로 사용하여 하수슬러지 가용화에 적합한 촉매를 선정하여 내구성이 우수하고 하수슬러지 전기분해에 적합한 기능성 전극 실험을 진행하였고 다음과 같은 결과를 얻었다. 전극의 코팅 소성온도를 주 촉매인 Ir의 질량감소가 적고, 흡열반응 구간인 300℃부터 500℃까지의 범위로 선정하고 실험을 하였다. 실험결과 350℃에서 촉매의 효율성이 가장 우수하게 나왔다. 각각의 바인더 별(Ta, Sn, W) 실험에서도 350℃에서 가장 큰 촉매효율성이 나타났다. 바인더로 사용한 탄탈럼, 주석, 텅스텐 중 탄탈럼이 다른 금속보다 주 촉매의 특성을 그대로 유지시키며 전극의 효율성을 향상시키는 것을 확인하 였다. 50%IrO2 전극의 경우 1.4 V(vs. Ag/AgCl) 약 29 mA/cm2 의 전류가 발생하여 전극의 효율을 평 가하였다.

음식물류폐기물의 에너지 잠재량은 2,206 천TOE 임에도 대부분 사료화와 퇴비화로 약 85.5%가 재활용 되고 있으며, 해당 시설에서 생산된 제품 중 사료화는 72%, 퇴비화는 61%가 무상판매 되고 있다. 이에 본 연구는 음식물류폐기물을 반탄화 반응을 이용하여 연료화하고자 한다. 하지만 음식 물류폐기물만 단독으로 연료화 할 경우 연료적 가치가 낮아짐을 예방하고자 하수슬러지를 일정 비율로 혼합하여 진행하였다. 음식물류폐기물과 하수슬러지의 혼합비율은 10:0, 8:2, 6:4, 5:5로 하였다. 실험 결과 혼합 비율에 상관없이 반응온도 240℃이상에서 함수율 10% 이하로 감소하는 것을 확인 할 수 있 었다. 고정탄소의 경우 반응온도가 높아질수록, 하수슬러지의 비율이 높아질수록 증가하였으며, 초기 1.1%에서 최대 약 36% 로(혼합비율 6:4, 반응온도 270℃) 측정 되었으며, 발열량의 경우 반응온도 24 0℃부터 고형연료제품기준인 3,000Kcal/Kg 이상에 만족하는 발열량을 나타내었으며, 초기시료보다 약 6 배 정도 증가한 발열량을 얻을 수 있었다. Van krevelen Diagram이 Lignite 범위까지 이동하였으며, 슬 러지 혼합비율이 높아질수록 높은 연료비와 5,500Kcal/kg 이하의 연소성지수를 얻을 수 있었다. 하수슬 러지 혼합 비율이 높아질수록 발열량은 감소하지만, 고정탄소 함량 증가, 연료비 개선 등으로 음식물류 폐기물만 단독 고형연료화 한 것 보다 연료로써의 품질이 좋아지는 것을 확인 할 수 있었다.

최근 방류수 수질 강화에 따라 총인 처리시설의 설치와 응집제 사용량이 증가하고 있다. 본 연구는 유입하수에 포함된 응집제 성분(Al3+, Fe3+ 등)을 활용하여 PO43-와 응집시킴으로써 하수처리공정에 별도의 응집제 주입 없이 총인 농도를 0.2mg/L 이하로 제거할 수 있는 MBR 하수처리공정을 개발하는 것이다. 활성슬러지와 차아염소산나트륨으로 제조한 알칼리슬러지를 MBR 공법의 생물반응조에 주입하여 적정 pH를 유지시킴으로써 유입하수 중의 용존성 이온을 상호 응집시켜 고형화 하였고 분리막으로 고액 분리하여 하수처리수의 총인 농도를 0.2mg/L이하로 달성하였다. 이 연구를 통해 개발한 공법은 응집제 주입 없이 하수처리수의 총인 농도를 0.2mg/L이하로 제거하여 약품비용을 절감에 기여할 것으로 예상된다.

Recently, Korea’s municipal wastewater treatment plants generated amount of wastewater sludge per day. However, ocean dumping of sewage sludge has been prohibited since 2012 by the London dumping convention and protocol and thus removal or treatment of wastewater sludge from field sites is an important issue on the ground site. The hydrothermal carbonization is one of attractive thermo-chemical method to upgrade sewage sludge to produce solid fuel with benefit method from the use of no chemical catalytic. Hydrothermal carbonization improved that the upgrading fuel properties and increased materials and energy recovery ,which is conducted at temperatures ranging from 200 to 350°C with a reaction time of 30 min. Hydrothermal carbonization increased the heating value though the increase of the carbon and fixed carbon content of solid fuel due to dehydration and decarboxylation reaction. Therefore, after the hydrothermal carbonization, the H/C and O/C ratios decreased because of the chemical conversion. Energy retention efficiency suggest that the optimum temperature of hydrothermal carbonization to produce more energy-rich solid fuel is approximately 200°C.

The need of reusing sewage sludge is highly increasing as the amount of domestic sewage sludge is growing and sewage management strategies were reinforced. Accordingly, in this research, we studied the composting possibility of sludge in sewage treatment plant J, using dryer facility with indirect system by conducting component analysis of dried sludge and experiment on cultivating crops. It was observed from the component analysis, that the dried sludge is appropriate for both decomposed manure standard of Ministry of Environment and fertilizer standard of Rural Development Administration. Besides, in the experiment on cultivating lettuce, the experimental group(soil + dried sludge) was superior to the control group(soil + bed soil) in apparent condition of leaves tensity and damage by disease and pest. In case of cultivating tomato, the experimental group showed stronger durability of fruits dangling on stems compared to the control group after 9 weeks. Consequently, the excess sludge dried by indirect heating system in the sewage treatment plant J is appropriate for the standard of both Ministry of Environment and Rural Development Administration and show good result in experiment on cultivating crops therefore it can be reused for composting.

The performance of inorganic sludge separation system is evaluated. Anaerobic digester effluent sludge is used for feed sludge of this system and hydrocyclone is used for inorganic sludge separation. For phosphorus removal and recovery MgCl2 is pumped into MAP growth tank, a component of inorganic sludge separation system. Using this system inorganic sludge which contained less than 40 % of organic matter can be discharged stably and the maximum amount of separated inorganic sludge is 13.4 % of influent sludge based on dry solid. The amount of phosphorus recovered as MAP(as P) is 16.7 % to influent T-P.

하수 슬러지로부터 추출된 유지를 이용하여 바이오디젤 생산에 대해 고찰하였다. 바이오디젤 생산의 밝은 전망에도 불구하고, 이를 상용화하기 위한 노력은 매우 제한되어 있다. 주요 장애물 중 하나는 전체 생산비용의 약 70~75%를 구성하는 정제 유지의 공급 원료와 연관된 높은 가격이다. 따라서 이를 극복하기 위하여 폐유나 낮은 품질 유지 등의 저가 원료를 사용하여 바이오디젤의 생산 비용을 낮추는 기술이 제안되어 왔다. 이런 측면에서 하수 슬러지로부터 추출된 유지는 비교적 저렴하여 유망한 원료로 평가받고 있다. 본 연구에서는 하수 슬러지로부터 추출된 유지를 이용한 바이오디젤의 생산기술을 검토하였다. 하수 슬러지로부터 유지 추출공정 및 에스테르화 전환공정 및 무촉매 열화학 전환공정을 살펴보았다.

Ocean discharge of sewage sludge, which started in the year of 1993 in Korea, was stopped in the beginning of 2012, Landfill of sewage sludge was also prohibited in 2003 owing to public acceptance of the lanfill sites, and partially reopened in 2007 due to the necessity of organic component in sludge to produce methane gas. Sludge recycle ratio will increase in sewage sludge treatment by volume reduction and drying, and then recycle of the thermal energy as fuel in power plant and also material as raw material of cement. Several drying processes are compared with reasoning and an appropriate drying sequence is suggested.

Most wastewater treatment plants are facing odor and sludge disposal problems. In this lab-scale study, odor and sludge from wastewater treatment processes were treated using a combined non-thermal plasma and sludge reactor. The hydrogen sulfide concentration introduced to the reactor was varied at 10, 20, and 50 ppm, and its removal efficiency and system performance were determined. Ozone was produced by the plasma reaction at a concentration of 200 ppm under the given condition. 80% of the hydrogen sulfide was removed regardless of its introduced concentration. In addition, due to the ozone carried over to the sludge reactor, the organic constituents in the waste sludge in terms of TCOD decreased by 30%. The ion concentrations of HS- and SO₄²⁻ in the sludge increased during the four hour experimental period. As a result, the plasma oxidation system can treat waste sludge effectively for the simultaneous reduction of sludge volume and odor.

본 연구는 최종 해양에 배출되는 하수슬러지에 함유된 오염물질의 농도와 분포특성을 파악하고자 하였다. 연구에 사용된 시료는 하수 슬러지 발생업체의 최종 저장조에서 20점을 채취하였고 시료의 조제를 비롯하여 최종 기기분석까지 해양환경공정시험기준을 적용하였으며, 다 환방향족탄화수소류(PAHs)는 U.S EPA 기준에 맞춰 16종을 분석하였다. 분석결과 중금속인 비소는 최대 15.29 ㎍/g, 카드뮴 2.04 ㎍/g, 크롬 632.98 ㎍/g, 구리 2,388.28 ㎍/g, 납 77.71 ㎍/g, 아연 2,928.28 ㎍/g이었고, 폴리염화비페닐(PCBs) 7종 중 최대값은 0.80 ng/g이고 7종의 합은 ND ～ 2.50 ng/g으로 나타났다. 다환방향족탄화수소류(PAHs)의 각 항목별 최대값은 나프탈렌 1,199.5 ng/g, 아세나프틸렌 35.48 ng/g, 아세나 프텐 104.94 ng/g, 플루오렌 424.86 ng/g, 페난트렌 606.91 ng/g, 안트라센 121.96 ng/g, 플루오란텐 683.64 ng/g, 피렌 1045.70 ng/g, 벤죠(a)안트 라센 270.49 ng/g, 크리센 288.76 ng/g, 벤죠(b)플루오란텐 175.81 ng/g, 벤죠(k)플루오란텐 162.22 ng/g, 벤죠(a)피렌 185.84 ng/g, 인데노 (1,2,3-cd)피렌 136.22 ng/g, 디벤즈(a,h)안트라센 21.60 ng/g, 벤죠(g,h,i)페릴렌 320.00 ng/g으로 나타났다. 한편 분석시료 20점 중 해양배출처리 기준 제1기준을 초과한 시료는 구리 1점이었고, 생물독성시험이 필요한 제2기준을 초과한 시료는 크롬 1점, 구리 10점, 아연 2점, 나프탈렌 3점 으로 나타났다.

H₂S adsorption characteristics of adsorbent made by sewage sludge were investigated. The manufacturing method of adsorbent used in this experiment is to mix sewage sludge, waste lime, the high-alumina cement, NaHCO₃, and activated carbon. For analyses of the manufactured adsorbent, various methods such as scanning electron microscope (SEM), measurements of BET surface area and pore volume were adopted. As operating variables, adsorption temperature (25~45 ℃), H₂S concentration (2.48~31.62 ㎎/L) and the kinds of adsorbent were applied. As major adsorption characteristics, adsorption rate and adsorption equilibrium capacity were measured by using batch type experimental apparatus. The experimental result showed that the BET surface area of the calcinated sewage sludge was 83.3 ㎡/g, which indicates 4 times higher than that of non calcination and the BET surface area of adsorbent made by sewage sludge mixing with various by-products ranged over 265 to 286 ㎡/g. It was also found that the H₂S adsorption equilibrium capacity of adsorbent made by sewage sludge decreases with increasing temperature, but increases with increasing H₂S concentration. Through the evaluation of adsorption isotherm model, it was found that H₂S adsorption isotherm for adsorbent made by sewage sludge can be expressed well by Langmuir and Freundlich isotherm equation.