DR CHARLES BONG HIN JOO

Charles Bong

PhD (Urban Drainage Management) (USM)
MEng (Civil-Hydraulics & Hydrology) (UTM)
BEng (Hons) (Civil) (UNIMAS)
Dip. (Civil) (Polytechnic Kuching)
Phone No. : 082-583294
Email(@unimas.my) : bhjcharles
Area(s) of Specialization :Urban Drainage, Sedimentation

Research and Development

Research Area of Interest

Urban Drainage, Sediment Transport, Sedimentation Mitigation   

Postgraduate Research Opportunities   

  1. Incipient Motion for Self-Cleansing Design of Urban Drain

Research Projects    

  1. Self-Cleansing Urban Drainage System with the Use of Sediment Flushing Gate (USM RU PRGS Grant: 1001/PREDAC/8044050 worth RM 18,150.00) (Sept 2011 – Sept 2013) – Project Leader
  2.  Hydrosystems for Integrated Control of Flood and Low Flow for a River Basin in Sarawak (MOSTI ScienceFund Grant: 04-01-09-SF0004 worth RM 197,294.00) (Jan 2007 – Nov 2009) – Project Leader

 

Selected Publications  

  1. Bong, C.H.J., Lau, T.L. & Ab. Ghani, A. (2014). Sediment Size and Deposition Characteristics in Malaysian Urban Concrete Drains – A Case Study of Kuching City. Urban Water Journal, 11(1), 74-89. (doi: 10.1080/1573062x.2012.750371)
  2. Bong, C.H.J., Lau, T.L. & Ab. Ghani, A. (2013). Hydraulics Characteristics of Tipping Sediment Flushing Gate. Water Science & Technology, 68(11), 2397-2406. (doi:10.2166/wst.2013.498)
  3. Bong, C.H.J., Lau, T.L. & Ab. Ghani, A. (2013). Verification of Equations for Incipient Motion Studies for a Rigid Rectangular Channel. Water Science & Technology, 67(2), 395-403. (doi: 10.2166/wst.2012.580)
  4. Bong, C.H.J., Mah, D.Y.S., Putuhena, F.J., Said, S. & Bustami, R.A. (2012). Tools for Integrated River Flood Management (Hydraulics Modeling and Logical Framework Analysis. ASM Science Journal, 6(1), 47-60.
  5. Mah, D.Y.S., Bong, C.H.J., Putuhena, F.J. & Said,S. (2009). A Conceptual Modeling of Ecological Greywater Recycling System in Kuching City, Sarawak, Malaysia. Resources, Recycling and Conservation, 53(3), 113-121. (doi: 10.1016/j.resconrec.2008.07.008)