In order to estimate volume transport by upwelling for single artificial seamount, same shape and size of artificial seamount already deployed was applied to numerical experiment. The result showed that strong upwelling appeared at front while took place downwelling at rear. The strongest upwelling existed at the top of the artificial seamount. Volume transport by upwelling was computed as 785 m3/s. Column arrangement was applied to two artificial seamount in three cases; case 1) no clearance, case 2) sixty-five meters of clearance as half of artificial seamount’s length, and case 3) hundred-thirty meters of clearance as an artificial seamount’s length. All cases of column arrangements showed more upwelling volume transport than that of single seamount. Particularly, the case of no clearance calculated as 106% and appeared the most upwelling effect comparing to two other cases. Row arrangement was also applied to two artificial seamount in three cases; case 4) no clearance, case 5) forty meters of clearance as an artificial seamount’s width, and case 6) eighty meters of clearance as twice of artificial seamount’s width. Upwelling volume transport in case 4 increased 48% than the case of single seamount. Other two cases of 5 and 6 were estimated as 97% increased and more effective than case 4. According to the case experiments, column arrangements show more upwelling volume transport than that of row arrangements. In cases of column arrangements, with decreasing clearance between two seamount, the effect increases while showing maximum value at clearance zero. In cases of row arrangements, on the contrary, with decreasing clearance between two seamount, the effect decreases while showing minimum value at clearance zero. Since simple barotropic condition was considered for this study, further study is necessary by considering baroclinic condition to get close to reality. In conclusion, in deploying artificial seamount, optimal arrangement should be well designed to enhance primary and secondary productivity and to increase the diversity of species as well as reducing time and space.

Abstract
 1. 서 론
 2. 자료 및 방법
  2.1. 수치유동모델
  2.2. 인공해중산의 용승유량
 3. 결과 및 고찰
  3.1. 단일 인공해중산
  3.2. 인공해중산의 열(column) 배치
  3.3. 인공해중산의 행(row) 배치
  3.4. 용승유량의 비교
 4. 결 론
 참 고 문 헌

• 김성현(부경대학교 해양산업개발(협)) | Seong Hyeon Kim (Interdisciplinary Program of Ocean Industrial Engineering the Graduate School, Pukyong National University)
• 김동선(부경대학교 해양산업개발연구소) | Dong-Sun Kim (Research Center for Ocean Industrial Development(RCOID), Pukyong National University) Corresponding Author