Xxxxx Control Measures or Spill Avoidance. The City shall not be responsible for flow which is released due to actions of the Corps of Engineers or due to reasonable actions taken to avoid exceeding the flood control curve or full pool" (Section 6.5.4.1). Assumptions: Assume that you are calculating the flow for a chum salmon spawning day during which a flood control release was required. Xxxx Xxxx elevation is near full or flood control curve. Inflow to Xxxx = 5,000 cfs Actual Xxxx Discharge = 6,000 cfs RDF = 6,000 cfs RDL = 0 SS = 3,000 cfs TSS = 3,000 cfs ANF = 9,000 cfs Calculations: DSF = 9,000 - 6,000 - (0) = 3,000 cfs Conclusion: The Daily Spawning Flow is calculated as 3,000 cfs for that day.
Appears in 2 contracts
Samples: Fisheries Settlement Agreement, Fisheries Settlement Agreement
Xxxxx Control Measures or Spill Avoidance. The City shall not be responsible for flow which is released due to actions of the Corps of Engineers or due to reasonable actions taken to avoid exceeding the flood control curve or full pool" (Section 6.5.4.1). Assumptions: Assume that you are calculating the flow for a chum salmon spawning day during which a flood control release was required. Xxxx Xxxx elevation is near full or flood control curve. Inflow to Xxxx = 5,000 cfs Actual Xxxx Discharge = 6,000 cfs RDF = 6,000 cfs RDL = 0 SS = 3,000 cfs TSS = 3,000 cfs ANF = 9,000 cfs Calculations: DSF = 9,000 - 6,000 - (0) = 3,000 cfs Conclusion: Revised Skagit Fisheries Settlement Agreement page 61 The Daily Spawning Flow is calculated as 3,000 cfs for that day.
Appears in 1 contract
Samples: Fisheries Settlement Agreement
Xxxxx Control Measures or Spill Avoidance. The City shall not be responsible for flow which is released due to actions of the Corps of Engineers or due to reasonable actions taken to avoid exceeding the flood control curve or full pool" (Section 6.5.4.1). Assumptions: Assume that you are calculating the flow for a chum salmon spawning day during which a flood control release was required. Xxxx Xxxx elevation is near full or flood control curve. Inflow to Xxxx Ross = 5,000 cfs Actual Xxxx Ross Discharge = 6,000 cfs RDF = 6,000 cfs RDL = 0 SS = 3,000 cfs TSS = 3,000 cfs ANF = 9,000 cfs Calculations: DSF = 9,000 - 6,000 - (0) = 3,000 cfs Conclusion: Revised Skagit Fisheries Settlement Agreement page 61 The Daily Spawning Flow is calculated as 3,000 cfs for that day.
Appears in 1 contract
Samples: Fisheries Settlement Agreement