해양방류에 관한 모형의 비교연구

Comparison of Model Predictions on Ocean Ouffalls

  • 정용태 (순천청암대학 환경관리과) ;
  • 조익준 (순천청암대학 환경관리과) ;
  • 장영률 (순천청암대학 환경관리과) ;
  • 박치홍 (순천청암대학 환경관리과)
  • 발행 : 1998.10.01

초록

샌프란시스코 해양방류의 근영역거동에 대한 현장 및 실험연구는 유량조건과 해양조건을 만족하는 것으로 다공확산관에 의한 해양방류의 전형적인 유형이라 할 수 있다. 특히 실험자료들은 현장시험을 모의한 밀도층을 갖는 견인수조로부터 얻어진 것이다. 이들 자료를 이용한 폐수영역거동의 모형연구는 최소희석률, 회종희석높이 및 희석두께를 수리 및 수학적 모형인 UM모형, UDKHDEN모형, RSB모형과 CORMIX 모형을 이용한 예측치와 실측치를 비교 분석하였다. 수리모형연구는 현장에서 관측된 주요현상들을 재현할 수 있었다. 또한 현장시범이나 수학적모형으로부터 얻을 수 없는 다공확산관의 혼합기능을 관찰 할 수 있다.

Field and laboratory studies of the near field behavior of the San Francisco ocean outfall were reported. The data sets cover broad ranges of discharge conditions and oceanic conditions, and are associated with a typical type of outfall discharges with multiport diffusers. The laboratory data sets were obtained in density-stratified towing tanks to replicate the field tests. Model studies of wastefield behavior using these data sets were predicted by the mathematical models UM, UDKHDEN, RSB, and CORMIX2 for minimum dilution, the height to top of wastefield, and wastefield thickness. In this paper, the results are discussed and compared measurements with mathematical model predictions. The hydraulic model studies reproduced the major features observed in the field. It also afforded considerable insight into the mechanics of mixing of multiport risers which could have been obtained neither from the field test nor the mathematical models.

키워드

참고문헌

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