Inflow Estimating Method Sample Clauses

Inflow Estimating Method. The Licensees shall estimate total Project inflow every 6 hours using the “Storage Change” method. This method shall calculate inflow from measured water levels in the three Project reservoirs, reservoir storage vs. elevation tables, and the USGS Madras gage hourly flow record. The Xxxx Xxxxx Chinook water level used in this calculation shall be the average of the level monitors in Xxxx Xxxxx Chinook. The Lake Simtustus and Reregulating Reservoir water levels shall be the level recorded by the existing lake level monitors in these two impoundments. The inflow from the three upstream USGS gages on the Crooked, Deschutes, and Metolius Rivers will be summed every 6 hours, and this sum shall then be subtracted from the 6-hour total inflow estimate to provide an estimate of the ungaged inflow to Xxxx Xxxxx Chinook. This single 6-hour estimate of ungaged inflow will be combined with prior 6-hour estimates of the ungaged inflow (using a rolling average) to estimate the “Average Ungaged” Project inflow. The net estimated hourly inflow to the Project shall then be calculated by the sum of the average ungaged inflow and the hourly flows measured at the three upstream USGS gages. In the event the upstream USGS gages or communication systems fail, the Licensees shall use the 6-hour total Project inflow calculation to substitute for the hourly inflow estimate, until the real-time gage monitoring can be restored. The estimated daily inflow shall be the average of the day’s 24 estimated hourly inflow values.
Sample 1
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