본 연구의 목적은 남강 하류의 중장기 물이용 계획을 위하여 기초적인 용수 수요와 공급가능성을 검토하는 것 이다. 중장기 물이용 계획을 담고 있는 수자원장기종합계획이나 낙동강유역조사보고서를 바탕으로 수자원단위지 도의 표준유역별 자료를 생성하여 목적별 용수 수요와 수자원 부존량을 추정하였다. 수자원 부존량은 단순 3단 TANK모형을 이용하고 표준유역별 용수 수요는 농업용수, 공업용수, 생활용수, 기타 용수 등으로 나누고 원단위 기법으로 계산하였다. 남강 하류 10개 표준유역에서의 총유출량은 925,414천 ㎥/년이고, 총 용수 수요량은 연 462,988천 ㎥인데 이중 농업용수와 생활용수가 각각 243,194천 ㎥, 105,493천 ㎥이고 공업용수가 32,686천 ㎥, 기타 81,615천 ㎥이었다. 남가람 진주혁신도시 건설을 영향을 고려한 경우는 수자원 부존량의 변화는 미미하나 신규 인구의 유입에 의한 생활용 수 수요로 17,156천 ㎥의 추가 용수가 필요할 것으로 분석되었다.

The southern margin of Euiseong sub-basin north of Mt. Palgong, Daegu is composed of Cretaceous elastic sediments, which were intruded by Palgongsan granitic rocks at the end of Cretaceous period. During investigation of the heavy minerals extracted from the sediments, plenty of the unstable heavy minerals like epidote and garnet etc. compared to other parts of Kyungsang basin necessitated the study of depositional environment and diagenesis of the sediments. The occurrence of those unstable heavy minerals such as epidote and garnet seems to be associated with intrusion of Palgongsan granite and accompanied metamorphism. Twenty four representative specimens throughout the area were studied for grain size analysis and clay mineralogy. The grain size ranges from fine to medium sand fraction, showing fining upward trend from Nagdong through Hasandong, Jinju, Iljig, Hupyeongdong to Jeomgog formations. The sand grains are moderately sorted, normal to very negatively skewed, and mesokurtic. The bivariant grain size analysis tests such as skewness vs standard deviation (Friedman, 1967) and mean diameter vs standard deviation (Moiola and Weiser, 1968) strongly suggest fluvio-lacustrine environment. The clay minerals extracted from eight of the specimens are illite and chlorite . Mixed layer clay minerals are not identified. Illite crystallinity of the illite diffraction peaks was discussed in relation to diagenesis. The illite crystallinity ranges from 2.23° to 6.20°(Weaver index values) and from 0.25 2B to 0.60° 2θ (Kubler index values) and strongly suggests that some of the specimens already passed through zone of diagenesis and transfered to anchizone.

The purpose of this study is to examine appropriate sub-basin division numbers that best reflect the hydrological characteristics of the basin so as to propose the criterion for dividing the sub-basin in analyzing flood runoff in the future. The characteristics of flood runoff variations were based on the WMS HEC-1 model, and the area in the upstream of the Dongbyeon water level observatory and the Geum-ho water level observatory was chosen for analysis, and examined the characteristics of the changes in flood runoff. First of all, in the targeted basin, if the sub-basin division number was 4 (that is, the area of the divided sub-basin was about 25% of the total area). Next, as the sub-basin division number gradually increased, the peak rate of runoff increased as well, and in case the sub-basin was not divided, the peak rate of runoff occurred at the earliest time. Given these results, the spatial change characteristics will be best reflected when the sub-basin is divided for analysis of flood runoff in such a way that the area of the divided sub-basin is about 25% of the total area of the basin. However, as these results are based on a limited number (4) of storms, more storm events and other basins need to be included in the review of the sub-basin division methodology.

본 연구에서는 준분포형 장기유출 모형인 SWAT(Soil and Water Assessment Tool)을 적용하는 경우 유출 결과의 정도를 확보하기 위한 강우계 밀도 및 소유역의 규모를 파악하였다. 다차원 강우모형인 WGR모형(Waymire 등, 1984)에 의하여 모의 발생된 강우를 SWAT모형을 통하여 유출해석한 후 다양한 소유역 규모 및 강우계 밀도에 대해 유출 오차를 분석하는 방법을 사용하였으며, 연구결과 대상유역인 용담댐 유역의 경우 적정 소