b) The depth-averaged Flow and Sedi

b) The depth-averaged Flow and Sediment Transport Model (FST2DH) under Finite-Element Surface-Water Modeling System (FESWMS) program was developed to simulate movement of water and n0-cohensive sediment flow in river, estuaries and coastal. FST2DH are utilized to tackle the steady and unsteady water flow into depict 2D water flow surface depth and when vertical velocities are thought to be disregard compared to lateral flow.

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b) purata kedalaman aliran dan Model pengangkutan enapan (FST2DH) di bawah program terhad-elemen air permukaan pemodelan sistem (FESWMS) telah dibangunkan untuk mensimulasikan pergerakan air dan n0-cohensive aliran sedimen di Kuala Sungai dan persisiran pantai. FST2DH akan digunakan untuk menangani yang mantap dan aliran air yang mantap ke dalam menggambarkan kedalaman permukaan aliran air 2D dan Bilakah kelajuan menegak akan dianggap boleh mengabaikan berbanding aliran sisian.

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b) Kedalaman-purata Flow dan Pengangkutan Model sedimen (FST2DH) program Finite Element-permukaan Water System Model (FESWMS) di bawah telah dibangunkan untuk mensimulasikan pergerakan air dan aliran sedimen n0-cohensive di sungai, muara dan pantai. FST2DH digunakan untuk menangani aliran air yang stabil dan tidak mantap ke dalam menggambarkan 2D aliran air kedalaman permukaan dan apabila halaju menegak dianggap tidak mengambil kira berbanding aliran sisi.

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Results (Malay) 3:[Copy]

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