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<br /> INFLOW <br />. FLOW & CIR <br /> 1100 AF <br /> 200 mg / L <br /> 2 <br /> 1000 A F <br /> 210 mg/L <br /> 3 <br /> 700 AF <br /> 210 mg/L <br /> 4 <br /> 800 AF <br /> 263 mg/L <br /> 5 <br /> 1300 AF; <br /> 296 mg/L <br /> 6 <br /> <br />. <br /> <br />1100 AF <br />296 mg/L <br /> <br /> <br />7 <br />RESERVOIR <br /> <br />800 A F <br />395 mg/L <br /> <br />300 AF <br />395 mg/L <br /> <br />500 AF <br />792 mg/L <br /> <br />OUTFLOW <br /> <br />. <br /> <br />--- <br /> <br />0;);)3-33 <br /> <br />1100 AF (acre - feet 1 <br />200 mg/L <br /> <br />100 AF <br />100 mg/L <br /> <br />300 AF DIVERSION <br />210mg/L <br /> <br />EXPORT <br /> <br />100 AF RETURN FLOW <br />630 mg/L <br /> <br />500 AF INFLOW <br />350 mg/L <br /> <br />200 AF DIVERSION <br />296 mg /L <br /> <br /> <br />SALINITY COMPUTATION <br /> <br />I <br />I <br />I <br />. <br />, <br />I <br />J <br />~ <br />'I <br />.] <br />I <br /> <br />(1I00x2001- (IOOxIOOI ~ 210 <br />1000 <br /> <br />(1000 x 210)-(300x210 1 <br />- 210 <br />700 <br /> <br />300 AF I 210 mgl L- 630 mg/L <br />100 AF <br /> <br />(700x 210) + (100x63O) -263 <br />800 <br /> <br />(800x263)+(500x350) , <br />= 296 <br />1300 <br /> <br />(1300 x 2961. (20012961 <br />=296 <br />1100 <br /> <br />BEGINNING CONTENTS - 10,000 AF <br />ENDING CONTENTS - IO,30u AF <br /> <br />BEGINNING CONCENTRATION-400 mg/L <br />ENDING CONCENTRATION -390 mg/L <br /> <br />DIVERSION <br /> <br />RETURN FLOW CONCENTRATION - 500 1395 - 988 <br />200 <br />SALT PICKUP- 400 mgl L <br /> <br />200 AF RETURN FLOW <br />988 +400-1388 mg/L <br /> <br />8 <br /> <br />500 A F <br />395 mg/L <br /> <br />9 <br /> <br />500 A F <br />792 mg/L <br /> <br />~ <br /> <br />J <br /> <br />~ <br /> <br />I <br />I <br />l <br />I <br />I <br /> <br />Figure 10.1 Example of Salt Routing <br /> <br />80 <br />