Table 2. Comparison of policy performance given a serious shock to headwork infrastructure (i.e. headworks completely washed out due to extrememly high river discharge) in the midseason.



Shock Policy Yield, percent of maximum Gini
Scenario Response Sector 1 Sector 2 Sector 3 Sector 4 Sector 5 Sector 6 Mean Coeff.
                   
Red Open Flow 93.88 98.62 21.09 98.62 71.95 21.09 67.54 0.26
Sequential 95.29 96.53 95.07 89.95 76.68 47.45 83.50 0.10
12-hour 98.60 98.33 96.81 98.08 97.35 96.14 97.55 0.01
24-hour 80.78 99.71 99.58 97.06 83.59 23.95 80.78 0.15
                   
Blue Open Flow 9.63 15.80 5.05 15.80 6.67 5.05 9.67 0.26
Sequential 88.84 34.55 14.48 9.34 7.15 5.85 26.70 0.52
12-hour 16.53 17.28 12.73 17.58 14.66 12.42 15.20 0.08
24-hour 8.83 5.42 3.89 14.15 73.05 20.10 20.91 0.53