Transport process of surface liquid spills

研究成果: 書貢獻/報告類型會議論文篇章同行評審

摘要

A mathematical model simulating the scenarios of surface liquid spills is presented in this paper. This model describes the advance front and recession curves of surface spills based on one-dimensional overland flow equations and the method of characteristics. The physical variables related to the transport process are unified through the procedures of dimensional scaling. Of groundwater quality concern, this paper explores the maximum travel distance of the spill front, and the location of maximum seepage. On the other hand, the site location and spill duration determine the volume ratio of the spill reaching surface water. Their effects are evaluated in this paper.

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主出版物標題Proceedings - National Conference on Hydraulic Engineering
發行者Publ by ASCE
頁面145-149
頁數5
版本pt 1
ISBN(列印)0784400377
出版狀態已出版 - 1994
事件Proceedings of the 1994 ASCE National Conference on Hydraulic Engineering - Buffalo, NY, USA
持續時間: 1 8月 19945 8月 1994

出版系列

名字Proceedings - National Conference on Hydraulic Engineering
號碼pt 1
ISSN(列印)1070-1559

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???event.eventtypes.event.conference???Proceedings of the 1994 ASCE National Conference on Hydraulic Engineering
城市Buffalo, NY, USA
期間1/08/945/08/94

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