A Multi-Dam System Design for Zambezi River∗ Yue Sun Kuang Yaming Honors School, Nanjing University, Nanjing, Jiangsu 210023, China Email:
[email protected] Qian Xu School of Physics, Nanjing University, Nanjing, Jiangsu 210023, China Email:
[email protected] Qizhi Cai Kuang Yaming Honors School, Nanjing University, Nanjing, Jiangsu 210023, China Email:
[email protected] Advisor: Hongjun Fan Kuang Yaming Honors School, Nanjing University, Nanjing, Jiangsu 210023, China Email:
[email protected] Abstract The Kariba Dam on the Zambezi River is confronted with foundation errosion and control limitation currently, so a strategy to maintain water management on the Zambezi River is of great value for the whole Zambezi basin. Based on the detailed data provided by World Bank, we conduct the assessment of three options (repairing the dam, rebuilding the dam or replacing the dam with several smaller dams along the river). According to the assessment, we strongly recommend to replace the dam with several smaller dams and provide a reasonable and detailed model to construct a new dam system with some emergency strategies. During the modeling, a Hydrodynamic Model (HM) of the Zambezi River is established in order to estimate the flowing and depth situation of the river by numerical simulation, which functions as the reference for the site selection and number confirmation of the new dams. And then, a Difference Model (DM) of the Zambezi River with a dam system is established to provide sufficient details for the confirmation of dam construction and modulating strategies. Considering the loss of energy in collision, tributaries and the runoff variation with rainfall at headstream and tributaries, DM is corrected to adapt to the reality, so that the type of each dam can be confirmed and the strategies to handle such emergency water flow situations as flooding and drought are also designed.