Laserfiche WebLink
<br />Scenario 1 - Base case. <br /> <br />...... <br />en <br />'"oJ <br />N <br /> <br />Up Stream <br /> <br />River Flow: <br />River Concentration: <br /> <br />Diversion to User X <br />Depletion <br />Diversion Rate <br />Diversion Concentration <br /> <br />Return Flow Volume <br />Salt Pickup <br /> <br />Concentratina Effect: <br /> <br />(The concentrating effect is equal <br />to the diversion concentration <br />multiplied by the ratio c:I the <br />diversion \duma to the return <br />flow volume.) <br /> <br />Retum Flow Concentration: <br /> <br />Return Flow Concentration <br />Retum FlowVolume <br /> <br />Down Stream <br />River Flow: <br />River Concentration: <br /> <br />500,000 AF <br />550 mgll <br /> <br />1,100 mgll + <br /> <br />80,000 AF <br />160,000 AF <br />550 mgll <br /> <br />80,000 AF <br />700 mgll <br /> <br />pi <br />~ <br />N <br /> <br />= <br /> <br />1,100 mgll <br /> <br />o <br />Q <br />t <br />. <br />. <br />~ <br /> <br />700 mgll <br /> <br />= 1,800 m <br />80,000 AF <br /> <br />420,000 AF <br />788 mg/l <br />450,340 tons <br /> <br />