Flood is occurring more frequently in Kuching nowadays due to the impact of climate change and rapid urbanization. The only discharge outlet for Sarawak River Basin currently is at Kuching Barrage and Shiplock. Sarawak State Government had decided to build Matang Bypass Channel from Sarawak River’s “Oxbow” to Batang Salak River for mitigating the flooding issues within Sarawak River Basin. Matang Bypass Channel had a bottom width of 250 m, 500 m reserve width and 8 Km in length. Flow behaviour with two discharge outlets during low tides are unknown yet. Therefore, this research is carried out to study Sarawak River flow behaviour after construction of Matang Bypass Channel using InfoWorks River Simulation (RS). Rainfall data used is January 2018. Four scenarios investigated are 1) Open two gates at Matang Bypass Channel opens and all gates at Kuching Barrage, 2) Open all gates at Matang Bypass Channel and Kuching Barrage, 3) Open gates at Matang Bypass Channel, but close all gates at Kuching Barrage, 4) Close all gates at Matang Bypass Channel, but open all gates at Kuching Barrage. Results revealed that when water gates are opened, sea water has the potential to backflow into Sarawak River basin through Kuching Barrage since sea level at Kuching Barrage discharge outlet is always 0.5 m higher than Matang Bypass Channel discharge outlet. When the gates at Matang Bypass Channel are fully opened and Kuching Barrage are closed, Kuching Barrage will retain the excess water and the river water will only be discharged into ocean through Matang Bypass Channel. In contrast, as the gates at Matang Bypass Channel are closed and at Kuching Barrage are fully opened, Matang Bypass Channel will store the excess water and river water will be discharged through Kuching Barrage alone.
References
[1]
Kueh, S.M. and Kuok, K.K. (2016) Precipitation Downscaling Using the Artificial Neural Network BatNN and Development of Future Rainfall Intensity-Duration-Frequency Curves. Climate Research, 68, 73-89. https://doi.org/10.3354/cr01383
[2]
Tangang, F., Supari, S., Chung, J.X., Cruz, F., Salimun, E., Ngai, S.T, Aldrian, E., Sopaheluwakan, A., Sein, D., and Hein-Griggs, D. (2018) Future Changes in Annual Precipitation Extremes over Southeast Asia under Global Warming of 2°C. APN Science Bulletin. https://doi.org/10.30852/sb.2018.436
[3]
Kuok, K.K., Harun, S. and Chan, C.P. (2011) Hourly Runoff Forecast at Different Leadtime for a Small Watershed using Artificial Neural Networks. International Journal of Soft Computing and Its Applications, 3, 68-86.
[4]
Kuok, K.K., Mah, Y.S., Imteaz, M.A. and Kueh, S.M. (2016) Comparison of Future Intensity Duration Frequency Curve by Considering the Impact of Climate Change: Case Study for Kuching City. International Journal of River Basin Management, 14, 47-55. https://doi.org/10.1080/15715124.2015.1082478
[5]
Kuok, K.K., Harun, S., Shamsuddin, S.M. and Chiu, P.C. (2010) Evaluation of Daily Rainfall-Runoff Model Using Multilayer Perceptron and Particle Swarm Optimization Feed Forward Neural Networks. Journal of Environmental Hydrology, 18, 1-16.
[6]
Tay, J.E. and Selaman, O.S. (2011) A Study on the Rainfall and Landslides along Sarawak Road Using the Antecedent Rainfall Analysis. Journal of Civil Engineering, 2, 1-6. https://doi.org/10.33736/jcest.80.2011
[7]
Kueh, S.M. and Kuok, K.K. (2018) Forecasting Long Term Precipitation Using Cuckoo Search Optimization Neural Network Models. Environmental Engineering & Management Journal, 17, 1238-1291. https://doi.org/10.30638/eemj.2018.127
[8]
Nguyen, T.T., Keupers, I. and Willems, P. (2018) Conceptual River Water Quality Model with Flexible Model Structure. Environmental Modelling & Software, 104, 102-117. https://doi.org/10.1016/j.envsoft.2018.03.014
[9]
Cheng, T., Xu, Z., Hong, S. and Song, S. (2017) Flood Risk Zoning by Using 2D Hydrodynamic Modeling: A Case Study in Jinan City. Mathematical Problems in Engineering, 2017, Article ID: 5659197. https://doi.org/10.1155/2017/5659197
[10]
Keupers, I., Nguyen Thanh, T. and Willems, P. (2015) Modelling the Time Variance of the River Bed Roughness Coefficient for Improved Simulation of Water Levels. International Journal of River Basin Management, 13, 167-178. https://doi.org/10.1080/15715124.2014.999782
[11]
García-Feal, O., González-Cao, J., Gómez-Gesteira, M., Cea, L., Domínguez, J.M. and Formella, A. (2018) An Accelerated Tool for Flood Modelling Based on Iber. Water, 10, 1459. https://doi.org/10.3390/w10101459
[12]
Kuok, K.K. and Chiu, P.C. and Mersal, M.E. (2017) Investigation of Sarawak River Kiri Sedimentation Before and After Bengoh Dam Construction. International Journal of Geology, Agriculture and Environmental Sciences, 5, 9-12
[13]
Kuok, K.K., Harun, S. and Chiu, P.C. (2011) A Review of Integrated River Basin Management for Sarawak River. American Journal of Environmental Sciences, 7, 276-285. https://doi.org/10.3844/ajessp.2011.276.285
[14]
Department of Irrigation and Drainage, Sarawak (2020) Recorded Flood Event in Sarawak (P10). https://did.sarawak.gov.my/page-0-0-1415-Recorded-Flood-Event-in-Sarawak-P10.html
[15]
Sommer, T., Harrell, B., Nobriga, M., Brown, R., Moyle, P., Kimmerer, W. and Schemel, L. (2001) California’s Yolo Bypass: Evidence That Flood Control Can Be Compatible with Fisheries, Wetlands, Wildlife, and Agriculture. https://doi.org/10.1577/1548-8446(2001)026%3C0006:CYB%3E2.0.CO;2
[16]
Horritt, M. and Bates, P. (2002) Evaluation of 1D and 2D Numerical Models for Predicting River Flood Inundation. Journal of Hydrology, 268, 87-99. https://doi.org/10.1016/S0022-1694(02)00121-X
[17]
Kuok, K.K. and Bessaih, N. (2007) Artificial Neural Networks (ANNS) for Daily Rainfall Runoff Modelling. Journal-The Institution of Engineers, Malaysia, 68, 31-42.
[18]
Fabrice, A.M., Alfred, W., Mwapu, I., Mwenyemali, B.K., Natacha, P., Paivi, R. and Martin, S. (2014) Modelling Lake Kivu Water Level Variations over the Last Seven Decades. Limnologica, 47, 21-33. https://doi.org/10.1016/j.limno.2014.02.003
[19]
Department of Irrigation and Drainage, Sarawak (2019) Sarawak Hydrological Yearbook 2019. Vol. 46, Department of Irrigation and Drainage Sarawak, Sarawak.
[20]
Morison, A.C. and Yeoh J.S. (2010) Bengoh RCC Dam, Sarawak. Thomas Telford Limited, Scotland.
[21]
Marine Sarawak, Malaysia (2015) Hourly High and Low Tide Table (Sarawak) and Navigational Aids List. Director of Marine Sarawak, Malaysia, Sarawak.