• Journal of Environmental Science International
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• v.4 no.5
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• pp.95-95
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• 1995

This study was carried out to evaluate the variations of headloss rate and of specific deposit to depths with effective size of media and configuration of filter layer during algae blooming period. 0.51mm size media was disqualified because most of headloss occurred rapidly below 5cm from surface layer however 0.91mm size media acted deep filtration more than 20cm from top, as result 0.91mm sixte media filter had 2∼3 times longer filtration time than 0.51mm sixte media filter, but 0.91mm size media have break-through potentiality. multi-layer filter with 1.02mm anthracite and 0.51mm sand had large deposit volume in upper layer that could longer filtration time, moreover smaller media in lower layer that could protect break-through.

• Journal of Environmental Science International
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• v.11 no.12
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• pp.1267-1274
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• 2002

This study was carried out to evaluate the pollutant removal efficiencies of the advanced drinking water treatment using ozonation process. For raw water, Nakdong River was used. By conducting batch test of ozonation, the following results were obtained. When ozone dosage of $5 mg/{\ell}$ was used, ozone transfer and utilization efficiencies of the ozonation were 94 to 92%, respectively. Removal efficiencies of single VOC compound or mixed VOC compounds in the raw water were 80% to 90% by the ozonation with $2 mg/{\ell}$ dosage and 10 minutes contact time. Removal efficiencies of ABS by the ozonation with $1 mg/{\ell}$, $3 mg/{\ell}$ dosage and 20 minutes contact time were 83% to 96%, respectively. Almost 67% of chlorophyll-a at the concentration of $38.4\mu\textrm{g}/{\ell}$ was removed by ozonation at ozone dosage of $1 mg/{\ell}$ for 20 min. Considering the efficiency of ozone utilization and water treatment, the most effective ozonation could be obtained with high ozone dosage and short contact time.

• Journal of Korean Society on Water Environment
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• v.23 no.6
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• pp.814-821
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• 2007

This study was estimated water quality to raw water quality management of the Maeri intake station in the Nakdong River using Multivariate Analysis. The results of Principle Component Analysis was explained up to 76.9% of total water quality by three principle components. The 1st, 2nd was explained 44.7%, 17.9% and third was explained 14.3%. Also, the three factors was derived from Factor Analysis. The 1st factor was estimated as the matabolism and organic matter pattern related to algal growth. The 2nd factor was judged as the pollution of pattern related to the discharge from stream of the Nakdong River and 3rd factor was viewed as the hydrological variation pattern related to particle matter. The results of Cluster Analysis were classified into three groups.

• Journal of Environmental Science International
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• v.10 no.2
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• pp.113-117
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• 2001

This study was conducted to investigate the effect of the prechlorination on algal removal by application of a varying amount of different coagulants, such as LAC, PAC, PACS following the process of coagulation and sedimentation of algae in the Nakdong River. The samples used as a source for the raw water of the Nakdong River were collected from the D Water Purification Plant in Taegu city. With the application of the process of prechlorination, the removal rate of the algae was increased from 10~25% for Synedra spp., 20~35% for diatoms and 4~17% for turbidity. Generally, the removal rate of the algae was increased with the increase of the concentration of the coagulants. The PAC and PACS showed 5% higher removal rate for turbidity as compared to the LAS. On the hand, LAS showed 12% higher removal rate for Synedra spp. as compared to the PAC and PACS. The variations in the removal rate of diatoms with the change of coagulant were not significant. In conclusion, the application of LAS, polymeric coagulant and chlorination for at least 20 minutes could be considered as a reliable treatment process for the removal of source water containing a variety of algae.

• Journal of Korean Society of Water and Wastewater
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• v.13 no.1
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• pp.125-133
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• 1999

The objective of present work is to evaluate the optimum coagulation conditions in order to decrease dissolved organic carbon(DOC) and turbidity at different polyaluminum chloride dosage and pH from Nakdong River water. This studies were carried out to examine distribution on apparent molecular weight(AMW) of DOC in the Nakdong River water and its coagulation-sedimentation water. On the basis of jar tests, at the optimum coagulation pH in order to decrease DOC and turbidity were pH 5.0~6.0 and optimum dosage of polyaluminum chloride were 10~15mg $Al_2O_3/L$. The removal percentage of DOC and UV-254 absorbance were 35~40%, 45~60%, respectively. In pilot plant, at the optimum coagulation pH in order to decrease DOC and turbidity were 5.0-6.5, and the removal percentage of DOC were 30~45%. Distributions of AMW in the Nakdong River, less than 6,800dalton were 60.7% 6,800~11,000dalton were 32.8%, more than 11,000dalton were 6.4%. When the polyaluminum chloride dosage was 12~20mg/L, the removal percentages of each AMW for AMW of Nakdong River water, less than 6,800dalton were 25~28%, 6,800~11,000dalton were 65~68% more than 11,000dalton were 10~60%.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.388-388
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• 2017

낙동강 하류 일대에는 수질과 수량 두 가지 요건을 모두 충족하는 강변여과수를 새로운 수자원 확보 대안으로 활용하고 있다. 일부 지역의 경우 과도한 취수량으로 인한 지하수 고갈을 우려하여 개발을 반대하거나 이로 인한 피해보상 범위가 명확치 않아 간접편입부지의 주민들이 피해를 우려하고 있는 실정이다. 따라서 해당 지역에서의 취수량은 인근 주민들에게 피해가 가지 않는 한도 내에서 이루어 져야한다. 하지만 타 지역으로 원수를 공급하게 되어 필요이상의 지하수를 개발하게 되거나 목표취수량에 부합하지 않아 추가 양수정을 시공하는 경우와 같이 수요량과 적정 취수량사이에 문제가 발생하는 경우가 있다. 이러한 배후 지하수위 감소영향과 추가취수량 확보를 위해 주입정을 활용한 인공함양 방법이 적용될 수 있다. 본 연구에서는 강변여과 취수 시 배후 지역의 지하수가 유입되어 인근 지역의 지하수위 강하량을 감소시키기 위한 최적 주입 위치 및 주입량을 산정하는 프로그램을 개발하였다. 고려된 최적화 결정변수는 주입정 개수와 위치, 그리고 주입량이며 제약 조건으로는 기 설치된 양수정 위치, 초기 자연 평형상태의 배후 지하수위에 근사하는 주입정 위치에 따른 최소 주입량 그리고 추가 생산 가능량 이다.

• Proceedings of the Korea Water Resources Association Conference
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• 1982.07a
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• pp.87-88
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• 1982

본 연구는 중소하천유역에 있어서 미국토양보유국(V.S. Soil Conservation Service)의 SCS방법과 $\Phi$-Index 방법과를 비교하면서 유효유량을 산정하고 또한 설계수문곡선의 첨두유량을 산정하는 데 목적을 두고 있다. 낙동강유역에 속한 신천유역은 UNESCO의 주관아래 국제수문개발계획 대표시험유역으로 채택되었던 유역으로서 그 중요성이 크다고 생각하여 SCS방법의 통용을 위하여 토양군의 분류에 따른 토지이용 및 처리상태와 토양의 분류, 토양의 종류 등을 파악하여 유출수를 구하였다. 그리고 주요호우의 총우량-유효우량 관계자료에 의한 평균유출수와 비교해본 결과 SCS방법의 유출수가 적게 나타났으며, 신천유역의 5개시측소의 강우자료로부터 $\Phi$-Index법에 의한 유효우량과도 비교하였다. 한편 설계수문곡선의 첨두유량은 SCS법, Chow법, 및 Mockus법과 비교해 본 결과 SCS방법 중 무차원수문곡선에 의한 SCS단위도법이 실측치에 가장 가까운 적합성을 보여 주었다.

• Journal of Korean Society of Environmental Engineers
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• v.37 no.6
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• pp.325-331
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• 2015

The experimental results of the characteristics of aluminum based and ferric based coagulants for the Nakdong River water showed that the main hydrolysis species contained in alum and $FeCl_3$ are monomeric species of 98% and 93.3%, respectively. The PACl of r=1.2 produced by the addition of base contained 31.2% of polymeric Al species and the PACl of r=2.2 contained 85.0% of polymeric Al species, as showing more polymeric Al species with increasing r value. Coagulation tests using Al(III) and Fe(III) salts coagulants for the Nakdong River water showed that the coagulation effectiveness of turbidity and organic matter was high in the order of $FeCl_3$ > PACl (r=2.2) > PACl (r=1.2) > alum. $FeCl_3$ has showed better flocculation efficiency than Al(III) salts coagulants. In addition, in case of Al(III) coagulants, the Al(III) coagulants of higher basicity, which contained more polymeric Al species, resulted in better coagulation efficiency for both turbidity and organic matter removed. The optimum pH range for all of the coagulants investigated was around pH 7.0 under the experimental pH range of 4.0~9.5. Especially, the highest basicity PACl (r=2.2) and $FeCl_3$ were considered as more appropriate coagulants for the removal of turbidity in the case of raw water exhibiting higher pH.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1317-1321
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• 2007

대표적인 하천수질모형으로는 정상상태 모형인 QUAL2E와 비정상상태 모형인 CE-QUAL-RIV1이 있다. 정상 및 비정상상태 수질모형의 용도는 QUAL2E가 월별 및 순별 장기수질예측에 매우 활용도가 높다고 하면 CE-QUAL-RIV1는 갑작스런 수질사고와 같은 단기수질모의 즉, 댐방류 플러싱효과를 분석하는 효과에 매우 최적화된 모형이라 할 수 있다. 대부분의 하천 수질 예측모델이 비정상상태 흐름이 아닌 정상상태 흐름만을 고려하여 개발되었기 때문에 댐이나 수문에 의해 차단된 조절하천에서 부정류 흐름상태를 고려한 수질예측 모델이 필요하다. 본 연구의 대상 유역인 서낙동강은 상류에는 대저수문, 하류에는 녹산수문이 위치하고 있으며, 이와 같은 수문들에 의하여 하천의 유량이 조절되는 호소형 하천으로 자연적인 하천흐름이 원활하지 않은 정체수역이다. 따라서 장기간 오염물질이 퇴적되고 있으며, 이로 말미암아 수질오염이 매우 심한 곳이기도 하다. 서낙동강은 대저수문 유입량과 녹산수문 방류량에 따른 하천수질의 영향이 크며, 개발욕구가 강한 경상남도 김해시와 부산광역시 강서구가 위치한 수계로서 현재 발생부하량 뿐만 아니라 장래에 예상되는 발생부하량도 매우 큰 하천이다. 이와 같은 문제를 해결하기 위한 가장 근원적인 방안은 적절한 수문운영을 통하여 수역 내의 유속을 적절히 조절하고, 이를 통하여 수질개선 효과를 확보하는 것이다. 본 연구에서는 정체수역인 서낙동강의 대저수문 유입량과 녹산수문 방류량을 수문운영에 따라 하천유량을 통하여 실측하고, 이로 인한 수질 변화를 체계적으로 조사함으로써 다수의 수문운영 조건에 따른 비정상상태에서의 서낙동강 본류의 수질을 실측하여, 수질이 좋은 낙동강 본류 원수의 유입에 따른 수질개선 효과와 녹산수문 방류에 의한 플러싱 효과를 정량적으로 평가해보고자 하였다. 본 연구에서 실측된 수문 유입량 및 방류량 증가에 따른 하천수질변화 결과를 비정상 하천수질모형을 통해 검증하고, 이를 활용하여 서낙동강의 수질 개선을 위한 적절한 유량 및 운영방안을 구축할 수 있을 것으로 판단된다.

• Journal of Life Science
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• v.24 no.5
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• pp.543-548
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• 2014

Aquifer recharge and recovery is a technology used to ensure a stable supply of clean water. During the process, river water is injected into a soil aquifer and stored. The stored water is then recovered and used to produce drinking water. It is important to understand quality improvement of the injected water while it is stored in the aquifer. In the present study, a lab-scale column reactor containing saturated-zone soil was employed to mimic an aquifer. The reactor was used to investigate microbial removal of nitrate that is a major inorganic contaminant detected in the Nakdong River. The reactor was introduced with river water that contained nitrate at concentrations (5.07, 6.81, 8.27, and 11.07 mg $NO_3{^-}/l$) detected downstream of the Nakdong River in the past 2 years. The nitrate concentrations decreased during the introduced water is retained in the reactor. Effluent from the reactor contained 1.49 mg $NO_3{^-}/l$ or less and had an average pH of 7.98 regardless of the nitrate concentrations of the influent. However abiotic control reactor showed similar nitrate-concentrations in its influent and effluent. Considering the result of abiotic control, the decreased nitrate concentration observed in the test column suggested that microorganisms in saturated-zone soil removed nitrate in the river water introduced into the reactor. Results of this study will be used to better understand microbial improvement of water quality in aquifer recharge and recovery technology.