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    Dispersion Model for Tidal Wetlands 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Feleke Arega; Brett F. Sanders
    Publisher: American Society of Civil Engineers
    Abstract: Tidal wetlands in California are mostly estuarine salt marshes characterized by tidal channels and mudflats that are flooded and drained on a semidiurnal basis. Depths are rarely greater than 2 or 3 m, except where dredging ...
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    Numerical Age and Residence-Time Mapping for a Small Tidal Creek: Case Study 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Feleke Arega; A. W. Badr
    Publisher: American Society of Civil Engineers
    Abstract: A numerical modeling study, using an Eulerian tracer and Lagrangian particle-tracking methods, was carried out to map the age of water and residence-time distribution in the tide-dominated East Scott Creek Estuary, South ...
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    Diffusional Mass Transfer at Sediment–Water Interface of Cylindrical Sediment Oxygen Demand Chamber 

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Feleke Arega; Joseph H. W. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Diffusional mass transfer of dissolved substances across the sediment–water interface in coastal waters is an important factor for realistic determination of sediment oxygen demand (SOD) and nutrient recycle. The benthic ...
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    Hydraulic Jet Control for River Junction Design of Yuen Long Bypass Floodway, Hong Kong 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Feleke Arega; Joseph H. W. Lee; Hong-wu Tang
    Publisher: American Society of Civil Engineers
    Abstract: The Yuen Long Bypass Floodway (YLBF) was designed to collect flows from the Sham Chung River (SCR) and the San Hui Nullah (SHN) and to serve as a diversion channel of the Yuen Long Main Nullah (YLMN). Under a 200-year ...
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    Supercritical Stormwater Flow Interception through Bottom Rack with Transverse Barrier 

    Source: Journal of Irrigation and Drainage Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author(s): Feleke Arega; Man Y. Lam; Joseph H. W. Lee
    Publisher: American Society of Civil Engineers
    Abstract: The Hong Kong West Drainage Tunnel (HKWDT) system consists of 34 stormwater intake structures designed to intercept stormwater runoff in upland catchments. During stormwater events, each of these intake structures intercepts ...
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