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<br />I <br />I <br />I <br />I <br />,I <br />I <br />1- <br />'I <br />I <br />il <br />il <br />I <br />I <br />" <br />I <br />J <br />J <br />J <br />J <br /> <br />---- -- <br /> <br />I <br /> <br />6. Determine discharge volume from stage-discharge curve <br />for 6t. <br /> <br />7. Subtract outflow from inflow to obtain incremental <br />storage volume. <br /> <br />8. Determine actual pond stage from stage-volume curve. <br /> <br />9. Compare results from step 7 with estimate from step 5. <br /> <br />10. If revision of estimated stage is necessary, repeat <br />steps 5 through 9. If estimated stage agrees with <br />calculated stage, return to step 4 with an inflow <br />volume from the hydrograph for the next time increment. <br /> <br />In design of the structure, a trickle channel or conduit <br />shall be included to confine and control low flows through the <br />area.- The design shall also make provisions to confine the <br />sediment settling areas to specific locations to minimize <br />maintenance. <br /> <br />53 <br />