In this study, in order to analyze the water purification efficiency according to the influent water conditions of artificial wetlands, the purification efficiency was compared at two points where sewage treatment water flows in and one point where good effluent flows in. As a result of reviewing the results of the analysis of influent and effluent and the removal efficiency, the T-N and T-P removal efficiency was calculated at 54.7% and 77.4%, respectively, for the two points where sewage treatment water was treated, the treatment efficiency of SS 90.8%, BOD 51.1%, TOC 30.6%, T-N 38.8%, T-P 55.3% was shown. As a result, the efficiency of removing pollutants in the artificial wetland was found to be proportional to the concentration of influent water, and in order to create an efficient artificial wetland, it is judged that thorough review and management at the design stage are necessary considering that the removal efficiency of high-concentration contaminated water was high.

서 론
재료 및 방 법
    1. 조사지 개요
    2. 현장조사 및 시료 채수
    3. 시료 분석 및 평가방법
결과 및 고 찰
    1. Y-1 인공습지에서의 수질변화 특성
    2. Y-2 인공습지에서의 수질변화 특성
    3. Y-3 인공습지에서의 수질변화 특성
    4. 유입수의 농도변화에 따른 인공습지의 처리효율 특성
결 론
적 요
REFERENCES

• 이설준(경희대학교 환경응용과학과) | Seol Jun Lee (College of Engineering, Kyung Hee University International Campus, Yongin 17104, Republic of Korea)
• 은범진(경희대학교 환경응용과학과) | Beomjin Eun (College of Engineering, Kyung Hee University International Campus, Yongin 17104, Republic of Korea)
• 김종환(경희대학교 환경응용과학과) | Jong Hwan Kim (College of Engineering, Kyung Hee University International Campus, Yongin 17104, Republic of Korea)
• 최이송(경희대학교 환경학 및 환경공학과) | I Song Choi (College of Engineering, Kyung Hee University International Campus, Yongin 17104, Republic of Korea)
• 오종민(경희대학교 환경학 및 환경공학과) | Jong-Min Oh (College of Engineering, Kyung Hee University International Campus, Yongin 17104, Republic of Korea) Corresponding author