An Improved “Dynamic Control Operation Module” for Cascade Reservoirs

Reservoirs are one of the most efficient projects for water resources management, and also play an important role in flood control and conservation. Dynamic control of the reservoir flood limited water level (FLWL) is considered as an effective factor to ensure safety of the flood control during the flood season. The maximum allowed water level of cascade reservoirs is also a fundamental key element for implementing reservoir water level dynamic control operation. In this paper, we discussed and improved “Dynamic Control Operation Module for Cascade Reservoirs” (DCOMR). Therefore, a set of new formulas and new methodologies were proposed (NDCOMR) which considers intermediate variables forecast information, the release of the upstream reservoir and interval flow forecast information in effective lead times, which is applied to the dynamic operation of the maximum allowed water level of cascade reservoirs. The Bikou and Miaojiaba cascade reservoirs were selected as a case study. Based on numerical experiment results, the maximum allowed water level of cascade reservoirs at current time determined by NDCOMR was much safer than that determined by DCOMR. The NDCOMR is more rational and safer than DCOMR for flood control, without the need of reducing flood control standard.

[1]  YanFang Diao,et al.  Risk analysis of flood control operation mode with forecast information based on a combination of risk sources , 2010 .

[2]  Pan Liu,et al.  Joint operation and dynamic control of flood limiting water levels for mixed cascade reservoir systems , 2014 .

[3]  Pan Liu,et al.  Optimal design of seasonal flood control water levels for the Three Gorges Reservoir. , 2008 .

[4]  Yong Peng,et al.  Risk analysis of dynamic control of reservoir limited water level by considering flood forecast error , 2011 .

[5]  Wang Ben-de,et al.  Study on Control Scheme of Reservoir Limited Water Level Based on Water Supply Risk , 2008, 2008 4th International Conference on Wireless Communications, Networking and Mobile Computing.

[6]  Ismail I. Esen,et al.  Approximate Methods for the Estimation of Muskingum Flood Routing Parameters , 2006 .

[7]  V. Singh,et al.  Multiple duration limited water level and dynamic limited water level for flood control, with implications on water supply , 2008 .

[8]  Andreas Schumann,et al.  Probability Analysis of Hydrological Loads for the Design of Flood Control Systems Using Copulas , 2010 .

[9]  Wcd Dams and development: A new framework for decision-making , 2000 .

[10]  Daniel P. Loucks,et al.  Social Responses to Water Management Decisions , 2015, Environmental Processes.

[11]  Pan Liu,et al.  Optimal design of seasonal flood limited water levels and its application for the Three Gorges Reservoir , 2015 .

[12]  Shenglian Guo,et al.  Risk analysis for seasonal flood-limited water level under uncertainties , 2015 .

[13]  Lyn C. Thomas,et al.  An aggregate stochastic dynamic programming model of multireservoir systems , 1997 .

[14]  Yu Li,et al.  Joint Operation and Dynamic Control of Flood Limiting Water Levels for Cascade Reservoirs , 2013, Water Resources Management.