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<br />00158'.) <br /> <br />INFLOW 1100 AF (acre-feet) <br /> <br />FLOW <br />1100 AF <br /> <br />1000 AF <br /> <br />700 AF . <br /> <br />800 AF <br /> <br />1300 AF <br /> <br />1100 AF <br /> <br />2 <br /> <br />100 AF <br /> <br />3 <br /> <br />300 AF <br /> <br />4 <br /> <br />100 AF <br /> <br />5 <br /> <br />500 AF <br /> <br />EXPORT <br /> <br />DIVERSION <br /> <br />RETURN FLOW <br /> <br />INFLOW <br /> <br />6 <br /> <br />200 AF DIVERSION <br /> <br />TARGET CONTENTS = 2600 AF <br />. CURR EN; CONTE NTS = 2000 AF <br />MIN. RELEAS E = 100 AF <br />MAX RELEASE = 1000 AF <br />MIN. CAPACITY = 0 AF <br />MAX. CAPACITY= 3000 AF <br /> <br /> <br />400 AF <br /> <br />OAF <br /> <br />200 AF <br /> <br />7 <br /> <br />8 <br /> <br />500 AF <br /> <br />9 <br /> <br />200 AF <br /> <br />OUTF LOW 200 AF <br /> <br />ASSUME A BANK STORAGE=60 AF <br />ASSUME EVAPORATION ~ 40 AF <br /> <br />CONTENTS = 2000 + 1100 - 60 - 40 = 3000 A F <br /> <br />RELEASE = 3000- 2600 AF = 400 AF <br />END OF MONTH CONTENTS= 3000-400=2600 AF <br />CONSTRAINTS ARE O.K. <br /> <br />DIVERSION <br />NEED 100 AF M ORE TO MEET 01 VERSION <br />CALL ON RESERVOIR TO SUPPLY <br />ADDITIONAL WATER <br />NEW RESERVOIR RELEASE = 500 AF <br />NEW E. O. M CONTE NTS = 2500 AF <br />CONSTRAINTS ARE O.K. <br />RETURN FLOW <br /> <br />Figure 7.2 - Example of Water Routing <br />