According to documentary records Woljeong-gyo(stone bridge) is built in 760( Silla the 35th King Gyeongdeok 19) and used as original function until 1280( Goryeo the 25th King Chungryeol 6) as Chunyang-gyo. But in those days 『Donggyeongjapgi』was published in 1669(Joseon Hyeonjong 10) we assume that it was lost its original function. There are four pier in the type of a ship with the same distance in the middle of river. We can see it is the site of bridge as parts of stonework of bridge are remained. In 1975 the abutments and piers are surveyed and in 1984 stone investigation twice and excavation three times which were to plan restoration were done. Now the restoration of abutments both ends are worked. For restoration of Woljeong-gyo studied documentary records and excavation recoeds were collected and examined. It helped to see the bridge in southern China twice to restore the bridge. Unearthed articles such as yeonham(a kind of member to support roof tiles) and giwa(roof tile) gave decisive clues to assume upper structure of the bridge and from Chinese bridges are helped to type of the bridge. It is certain Woljeong-gyo was ranggyo which means that upper structure was made with wooden members and the stone piers shaped of a ship below and near the abutments both ends another buildings were. Youngjocheok(the architectural measure) of this bridge is similar to gokcheok(the metal measure, 301.84㎜) used now that the length of piers is 46choek(尺), the width of that is 9choek(尺), the length between two piers is 42choek(尺), the length between abutment and pier is 38choek(尺). Also we can see that entirely the length of the bridge is 210choek(尺), width is 40choek(尺).

하천과 관련된 역사와 문화를 지닌 신라의 옛 교량 월정교는 우리나라의 고대 교량의 축조방법과 토목기술을 보여주고 있으며 국내에서 가장 오래된 석교로써 복원사업이 현재 수행되고 있고 교량뿐만 아니라 주변 지형까지 복원하는 방식으로 수행되고 있다. 본 연구에서는 수리모형실험을 통해 월정교 영역의 수위와 유속 등의 수리특성 및 교각세굴과 옛 방식의 격자판과 사석을 조합한 세굴보호공의 안정성을 분석하였다. 실험 결과 빈도별 홍수 발생시 교각 복원으로 인한 수위