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<br />..' <br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />. <br /> <br />Engine~r will monitor the flow in the canals and make such discharge <br /> <br />measurements as he considers necessary to determine the canal flow. <br /> <br />The State Engineer will furnish the Reservoir Superintendent canal <br /> <br />discharge:.figures daily with these preliminary figures adjusted on a <br /> <br />weekly basis. Such figures will be used by the Reservoir Superintendent <br /> <br />in the computations for determining project inflow. <br /> <br />Article 6. Reservoir Release Requirements. <br />a. Flood Control. Whenev:er the reservoir elevation is above <br /> <br />elevation 5432.0 feet mean sea level, the reservoir will be considered <br /> <br />o in the flood control zone and reservoir releases to the river will be <br /> <br />made as determined by the Government. The State Engineer will be <br /> <br />consulted to assure that floo.d releases are sufficient to meet the <br /> <br />current downstream water requirements and ~ill be advised of contemplated <br /> <br />releases. Releases to the three project canals during flood release <br />periods will continue' under the control of the State Engineer. <br /> <br />b. Water Releases. <br /> <br />(1) Releases to the River. While the reservoir elevation is at <br /> <br />or below elevation 5432.0 feet mean sea level, the reservoir will be <br /> <br />considered in the conservation and recreation zone and reservoir <br /> <br />storage and releases to the river will be made as determined by the <br /> <br />state Engineer. The State Engineer will advise the Reservoir Superin- <br /> <br />tendent. at such times as a change is required in releases to the river. <br /> <br />..-- <br /> <br />The Reservoir Superintendent will proceed to effect the required gate <br /> <br />changes to yield the specified flow at the river gaging station below <br /> <br />-6- <br />