In this study, we developed a technology that can measure key evaluation items in the field for various rehabilitation methods and evaluated its performance. The results are as follows. First, when the spray-on lining adhesion strength is measured after drying at high temperature (60℃) for 4 hours and cooling for 2 hours, the results are equivalent to or higher than the adhesion strength measured at room temperature after 48 hours. Therefore, the time required for measuring the adhesion strength in the field can be shortened to 1/8, and it is expected to be helpful in evaluating the condition of the spray-on lining. Second, depending on close or adhesive to existing pipe of the liner of the close-fit lining or CIPP lining, and the grouting condition of the slip lining, the sound frequency generation pattern, the vibration magnitude, and duration using the impact echo showed different characteristics. Therefore, it is thought that it is possible to evaluate liner lifting or grouting failure through analysis of the acoustic frequency, vibration magnitude, and duration. Third, when water penetrates the back of the liner of the close-fit lining or CIPP lining, it was found that the water penetrated between the liner and the existing pipe acts as a couplant, and a signal is repeatedly generated in which ultrasonic energy is transmitted and reflected to the steel pipe after the liner. Therefore, it is judged that it is possible to check whether water has penetrated the back of the liner using ultrasonic waves. Fourth, the liner tensile strength of the close-fit, CIPP lining was compared with the tensile test and the instrumented indentation test, and it was found that the tensile strength was similar. So it was judged that it will be helpful in evaluating the mechanical strength change without the liner specimen in the future.

노후수도관 개량사업은 예산상, 시공상 등의 여러 제약조건에 의해서 장기적인 계획 하에 시행되게 된다. 본 연구에서는 연구대상지역에서 1992년부터 1997년 사이에 기록된 누수 위치좌표 약 8,000개를 이용하여 누수 위치들 간의 공간적 상관관계에 대한 계층적 군집분석을 수행한다. 계층적 군집분석방법 중 최단 연결법, 최장 연결법 및 평균 연결법을 적용하여 연구대상지역을 누수위치의 공간적 상관관계에 따라 분할하였으며, 각 군집 방법 별로 분할된 구역들을