1.0 서언...4 1.1 과업의 목적...4 1.2 과업의 범위...4 1.3 과업시행요령...4 2.0 하천측량...6 2.1 하천현황측량...6 2.2 하천종횡단측량...6 3.0 수문, 수리학적 요소...8 3.1 유역의 개황...8 3.2 기상...9 3.3 기왕의 주요홍수...14 3.4 한강상류부의 다목적댐 건설이전에 있어서의 빈도별 홍수량...28 3.4.1 빈도별 홍수량 산정을 위한 자료 정리...28 3.4.2 빈도별 홍수량의 산정...37 3.5 소양강댐 및 충주댐(1단계) 건설후의 빈도별 홍수량...54 3.6 기본홍수량...57 3.7 계획홍수량...58 3.8 빈도별 기점홍수위...59 4.0 체절제축조계획...71 4.1 호안공법의 비교검토...71 4.1.1 유속에 의한 호안용석재의 소요입경산정...71 4.1.2 고수부지를 포함한 하상의 소류력과 하도안정을 위한 토사의 입경...75 4.1.3 한강하류부의 수리모형실험성과중 유향과 유세에 의한 세굴 및 퇴적현상분석...79 4.1.4 한강하류부의 기설 저수호안...88 4.1.5 저수호안공법으로서 돌망태공과 돌붙임공의 비교검토...90 4.1.6 호안공의 기본계획...91 4.2 체절제방안비교검토...96 4.2.1 체절제 방안의 설정...96 4.2.2 체절제 법선 및 폭원...989 4.2.3 내수배제의 영향검토...100 4.2.4 수리계산...103 4.2.5 체절제 표준단면...114 4.2.6 체절제계획 2개방안에 대한 비교검토...118 5.0 고수부지 조성계획...121 5.1 한강본류측 고수부지 조성계획...121 5.2 파천부지 매립계획...125 5.3 매립토양확보에 따른 문제점...130 6.0 내수배제계획...134 6.1 배수구역,배수면적 및 기존배수시설의 검토...134 6.2 계획우수량...137 6.3 계획오수량...144 6.4 배제방식...145 7.0 소요사업비...161 8.0 결론 및 건의...165