Background: Lower back pain (LBP) is a major cause of disability and a common musculoskeletal disorder encountered at some point in life. Dysfunction of the lumbar vertebrae has been associated with decreased flexibility of the hamstrings, which exhibited a strong positive correlation with LBP. Hamstring tension affects lumbar pelvic rhythm. We aimed to activate pelvic stability with compression by Active Therapeutic Movement (ATM), muscle energy technique (MET) was applied to increase the flexibility of the hamstring. Objects: In this study, we aimed to investigate the effects of MET with ATM and general MET were applied to the hamstring of adults, who were in their twenties with nor without LBP, on their pelvic inclination and the length of their hamstring. Methods: A total of 32 subjects were briefed about the purpose of this study and agreed to participate voluntarily. Before the experiment, all subjects were pre-examined, and they were divided into an LBP group and a no lower back pain group accordingly. Thereafter, all subjects participated in both in a crossover manner. After at least one week, they switched to another group and participated in the same experiment. Results: The study results revealed that both groups demonstrated significant results in the modified active knee extension test (p < 0.01) and the sit and reach test (p < 0.01) performed to assess the hamstring flexibility; an interaction (p < 0.05) was noted. Moreover, a more significant difference was observed between the MET with ATM and the general MET. Although significant results were obtained for the pelvic inclination (p < 0.01), interaction was not noted. Conclusion: Conclusively, in this study, when the MET with ATM was applied to the two groups, there was a significant difference compared to the general MET for hamstring flexibility, but it was confirmed that there was no significant difference for the pelvic inclination.

대경사 수로의 부등류에 대해 적용될 수 있도록 수정된, 새로운 정수압 분포를 제시하였다. 이것을 천수방정식에 적용하여 대경사를 지나는 천수 흐름을 정확하게 해석할 수 있는 유한체적 모형을 개발하였다. 포물선형 융기의 배수에 대해 압력 수정이 고려된 모형에서 바닥 경사 생성항의 영향이 줄어들어 융기의 하류에서 도수의 진행 속도가 크게 감소되었다. 삼각형 턱을 지나는 댐 붕괴 흐름에 대한 모의에서 압력 수정항이 추가된 모형으로 디지털 영상분석에 의한 수면을 압력 수정이 고려되지 않은 경우에 비해 더 잘 포착할 수 있음을 확인하였다. 압력 수정항 덕분에, 턱에 반사되는 흐름은 줄어들고 월류는 늘어 모의 결과가 실험 결과에 잘 부합된다. 따라서 댐의 여수로나 해안의 처오름 등 실용적인 문제에 대한 이 모형의 적용성이 기대된다.