Laserfiche WebLink
<br />.' <br /> <br /> <br />- <br /> <br /> <br />Superintendent: will determine the 24 houl: change in storage (midnighAlt <br />to midnight). <br /> <br />b. Reservoir Outflow. The Rese.rvoir Superintendent will daily <br /> <br />compute the 24'hour average reservoir outflow to the river utilizing <br /> <br />the gage readings indicated in Article Sh(l). The State Engineer will <br /> <br />furnish the Reservoir Superintenqent the average canal discharge as <br /> <br />set forth in Article 5b(2). The summation of the river and canal <br /> <br />average flows is the total' ave;oage release from the project, <br /> <br />c. Evaporation. The average daily evaporation will be computed <br /> <br /> <br />by the Reservoir Superintendent from appropriate tables as noted in <br /> <br /> <br />Article 7. <br /> <br />d. Rli!servoir Inflow. Tha reservoir inflow will be computed <br />by the Government in. accordance with the following formula: <br />Inflow = River Outflow + Canal Outflow + Evaporation <br />+ Change in storage <br />Such computati.on of inflow shall be compared with available inflow <br />gaging station information, and adJusted as deemed advisable by the <br /> <br />daily <br />e <br /> <br />Government:. <br /> <br />Article 9. Water Accountin~ Duties. <br />a. Reservoir Superintendent.. The Reservoir Superintendent will <br />maintain a log of all pertinent project hydrologic data observed by, <br />reported to, or computed by him. This data will be furnished to the <br />Omaha Dist;rict, I'ngineering Divisio,n, weekly on the appropriate Corps <br />of Engineers forms. Copies will be furnished to the State Engineer <br /> <br />-9- <br /> <br />e <br /> <br />- <br />