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곽성진 (강원대학교, 강원대학교 대학원)

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2019
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이 논문의 연구 히스토리 (3)

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본 연구는 2009년부터 2017년까지 9년에 걸쳐 도암호 및 도암호 상류 유역을 대상으로 비점오염원 유출특성을 조사하여 부하량을 산출하였고, 도암호의 수질을 장기적으로 측정하여 경향을 분석하였다. 또한 연도별 부하량을 산정하여 비점오염저감사업 및 개발면적과의 상관관계를 분석하였다.
도암호 유역에서는 강우시 유량증가에 따른 수질오염물질의 변동이 매우 크게 나타났다. 특히 유량증가에 따라 SS, TP 및 COD는 크게 증가하는 경향을 보였으나 TN은 큰 차이를 보이지 않았다. 일반적으로 도시의 비점오염원 유출에서 나타나는 초기세척효과(first flush effect)가 도암호 유역에서는 50mm 이상의 강우사상(Rainfall event)에서 SS, COD 및 TP에 대하여 나타났으며, 적은 강우에서는 뚜렷한 경향을 보이지 않았다. 도암호 상류 유역 고랭지 농경지의 면적당 유출부하량(COD, SS, TN 및 TP)은 다른 수계의 연구결과보다 높았다. 도암호에서 주요 수질인자인 COD, SS, TN, TP 및 Chl-a를 조사한 결과 도암호는 중-부영양호 수준인 것으로 판단되었다. 도암호에서 하절기의 강수량과 수질자료의 경향은 강수량, SD, COD, TN, NO3-N, NH3-N 및 Chl-a는 감소, EC, Turbidity, SS, TP 및 DIP는 증가하는 것으로 분석되었다. 또한, SS와 TP는 강수량에 의한 영향을 직접 받는 것으로 분석되어, 강우시 하천의 유량증가와 함께 비점오염물질인 SS와 TP의 부하량도 증가하는 것으로 나타났다. 도암호 유역에서 비점오염물질의 유출 특성은 고랭지 농업지역인 만대천(소양호) 유역의 연구와 유사한 분포를 보였다. 비점오염유출에 강우인자가 미치는 영향을 분석한 결과 EMCs(SS, COD 및 TP)는 강우량(RA)과 통계학적으로 유의한 상관관계를 보였으며(p<0.01), SS의 EMC는 최대강우강도(MRI, 0.480)와 가장 높은 상관성을 보였다. 강우량이 부하량에 미치는 영향의 분석에서 SS, COD 및 TP는 양의 상관관계로 나타났으며, TN은 뚜렷한 상관관계를 보이지 않았다. 도암호 유역에서 비점오염물질 유출량은 감소하고 있으며, 그 원인으로는 강우량 감소와 비점오염저감사업 등 저감노력의 결과로 판단된다. 하지만, 유역의 개발 등으로 일부 증가하는 경향도 나타나고 있으므로 비점오염저감에 대한 지속적인 관심과 노력이 필요할 것으로 판단된다.

목차

Ⅰ. 서 론 ··········································································································· 1
1.1 연구 배경 및 필요성 ·············································································· 1
1.2 연구 목적 ·································································································· 3
1.3 연구 내용 ·································································································· 4
Ⅱ. 연구동향 및 배경 ························································································ 5
2.1 고랭지 농업 특성 ···················································································· 5
2.2 비점오염물질 유출 ·················································································· 7
2.3 도암호의 수질 ·························································································· 9
2.4 도암호 유역의 일반현황 및 특징 ······················································ 11
Ⅲ. 강우시 비점오염물질 유출 특성 ·························································· 20
3.1 연구대상지역 ·························································································· 20
3.2 조사 및 분석 방법 ················································································ 23
3.3 결과 및 고찰 ·························································································· 25
3.3.1 수질 조사 결과 ·············································································· 25
3.3.2 초기세척효과 ·················································································· 37
3.3.3 유량가중평균농도 ·········································································· 40
3.3.4 유량가중평균농도 선행연구와의 비교 ······································ 42
3.3.5 면적당 유출부하량 선행연구와의 비교 ···································· 44
3.3.6 강우특성과 수질의 상관관계 분석 ············································ 47
Ⅳ. 유역의 변화에 따른 비점오염물질 유출부하량 ······························· 49
4.1 연구대상지역 ·························································································· 49
4.2 조사 방법 및 강우 특성 ······································································ 54
4.2.1 방법 및 유역특성 ·········································································· 54
4.2.2 부하량 산정 및 통계처리 ···························································· 57
4.3 결과 및 고찰 ·························································································· 62
4.3.1 강우시 수질현황 ············································································ 62
4.3.2 유량가중평균농도 ·········································································· 67
4.3.3 비점오염물질 부하량 ···································································· 70
4.3.4 통계분석 ·························································································· 74
Ⅴ. 소유역에서의 계절에 따른 수질 특성 ················································ 79
5.1 연구대상지역 ·························································································· 79
5.2 조사 방법 및 강우 특성 ······································································ 81
5.3 결과 및 고찰 ·························································································· 83
5.3.1 소유역에서 무강우시 수질 ·························································· 83
5.3.2 수질항목간의 상관관계 ································································ 87
5.3.3 토지이용도와 수질항목간의 상관관계 ······································ 91
Ⅵ. 도암호의 수질변화 ··················································································· 95
6.1 연구대상지역 및 자료 ········································································ 95
6.2 통계분석 방법 ························································································ 97
6.3 결과 및 고찰 ·························································································· 97
6.3.1 수질분석결과 ·················································································· 97
6.3.2 도암호의 시공간적 수질변화 ···················································· 101
6.3.3 통계분석 결과 ·············································································· 103
Ⅶ 도암호와 각 소유역에서 수질의 특성 ··············································· 106
7.1 연구대상지역 및 조사방법 ································································ 106
7.1.1 주성분분석 ···················································································· 107
7.2 결과 및 고찰 ························································································ 108
7.2.1 계절에 따른 수질 특성 및 상관관계 ······································ 108
7.2.2 주성분분석 ···················································································· 122
Ⅷ 요약 및 결론 ····························································································· 129
참고문헌 ··········································································································· 134

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