In this problem, the inflow in column 3 of Table 11.8, that is used in Example 11.8, represents streamflows at the site of the reservoir system of Example 11.7 shown in Fig. 11.10. Develop an LP model for the reservoir system of Example 11.7, except use the 24-month streamflow sequence from Table 11.8 as the inflows to the reservoir. The reservoir storage content at the end of the 24-month simulation period should be the same as at the beginning. Use this model to test the impacts of environmental in-stream flow requirements on irrigation and hydropower generation. First run the model with the instream flow requirement of 20 million m3/month. Rerun the model with no instream flow requirement. Rerun the model again with the instream flow requirement doubled to 40 million m3/month. Compare the irrigation and hydropower revenues generated under these three alternative scenarios. In addition to economic revenues, volume reliability defined by Eq. 7.48 is a useful measure of water supply capabilities. Determine the volume reliability for the irrigation diversion from the results of the three simulations.
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