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<br />Figure <br /> <br />10.3 <br /> <br />10.4 <br /> <br />10.5 <br /> <br />10.6 <br /> <br />10.7 <br /> <br />10.8 <br /> <br />10.9 <br /> <br />10.10 <br /> <br />10.11 <br /> <br />10.12 <br /> <br />10.13 <br /> <br />10.14 <br /> <br />10.15 <br /> <br />CONTENTS - Continued <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br /> <br />Page <br /> <br />Flow modification showing percent changes from the natural <br />flow for each month, where A = 12 for 5 percent increases <br />and A = 20 for 10 percent increases in annual flow. . . . . . . . . . . . . .. 193 <br />Changes in the annual power generation (GWh) for all <br />reservoirs in the Qum Er Rbia basin each year from 1946 <br />to 1985. These changes represent results for the 5- and <br />10-percent increases above normal streamflow simulated by <br />the RIVER Model ....................................... 193 <br />Frequency of changes in hydroelectric power generation <br />(GWh) from the natural level for increased streamflow <br />for RIVER Model simulation as described in figure 10.4 . . . . . . . . . .. 194 <br />Reservoir contents (M m3) for all reservoirs within the <br />Qum Er Rbia basin simulated by the RIVER Model for <br />natural and 5 and 10 percent increases in annual streamflow . . . . . . .. 194 <br />Changes in reservoir contents (M m3) for each year from <br />1940 to 1985 for all reservoirs in the Qum Er Rbia basin. <br />Changes represent RIVER Model results of deviations from <br />the natural volumes due to 5 and 10 percent simulated <br />increases in streamflow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 195 <br />Frequency of changes in reservoir contents (M m3) for each <br />year from 1940 to 1985. Scheduled deliveries are shown <br />with actual normal streamflow simulation and augmented <br />flows as described in figure 10.3 ............................. 195 <br />Annual delivery of irrigation water (M m3) to the Tadla <br />area from 1940 to 1985. Scheduled deliveries are <br />shown with actual normal streamflow simulation and <br />augmented flows as described in figure 10.3 .................... 196 <br />Changes in irrigation water delivery (M m3) to the Tadla <br />area irrigation system for 5 and 10 percent simulated <br />increases in streamflow as described in figure 10.3 . . . . . . . . . . . . . . .. 196 <br />Frequency of increases in irrigation water deliveries for the <br />Tadla area for RIVER Model simulation described in <br /> <br />figure 10.8 ............................................. 197 <br /> <br />Annual delivery of irrigation water to Doukkala area system <br />(same as described in fig. 10.9) .. . .. . . . . . . . . . . . . . . . . . . . . . . . .. 197 <br />Changes in irrigation water delivery to the Doukkala area <br />system (same as described in fig. 10.10). ....................... 198 <br />Frec:Juency analysis for Doukkala area (same as described <br /> <br />in fig. 10.11) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 198 <br /> <br />Distribution of annual benefits due to 5 and 10 percent <br />increases in streamflow simulations by the RIVER Model, <br />and blended agricultural prices .............................. 199 <br /> <br />xxvi <br />