Abstract
본 ì°êµ¬ë ì°ë¦¬ëë¼ ë°©íì ì ë³ì² ê³¼ì ì ëí ìë£ë¥¼ ì¡°ì¬ Â· ì 리 · ë¶ìíìë¤. ê·¸ 결과를 ìì½íë©´ 1) ì¬í´ì¤ê³í ì¬ì°ì ì ë°ë¼ ì¤ê³íê³ ê° ìí¥ëìë¤. 2) ìì¬(h)ì ë°ë¥¸ ìëì¤ê³íê³ (H1/3/h)ì ì°ëë³ ë³íë 1970ë ê²½ 0.5ìì ìµê·¼ìë 0.6~0.7ê¹ì§ ì¦ê°íìë¤. 3) 1999ë ì´ì ìë 모ë ì¤ê³ìì ì¤ê³ì¡°ì를 ìë§íê· ë§ì¡°ì(H.W.L)를 ì ì©íìì¼ë, 1999ë ì´íë¶í° ì¤ê³ · ìê³µì¼ê´ì ì°°ìì ì ì°°ìê° ì¤ê³ì¡°ì를 ì¬ì°ì íë ê²ì´ ê°ë¥í´ì ¸ ìí¥ ì ì©íë ê²½í¥ì´ ë°ìíìë¤. 4) 1999ë ì´ì ê¹ì§ë ìëë§ë£¨ëì´ Î± ê°ì´ 0.6~0.7 ì ëë¡ ì ì©ëìì¼ë, 1999ë ë ì´í ì¤ê³ · ìê³µë ë°©íì ììë 0.8~1.26 ì ëë¡ ìí¥ëìë¤. íµì¬ì©ì´: harbor breakwater, design wave height, crest height, change process
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