Examples of Daily Average Flow in a sentence
Daily Average Flow at Each DSM2 Node at Three Export Rates and Three DeltaInflow Rates Note: The export rates were 2,000, 6,000, and 10,000 cfs, and the Delta inflow rates were 12,000, 21,000, and 38,000 cfs.
Daily Average Flow at Each DSM2 Node at Three Export Rates andThree Delta Inflow Rates 3Figure 4-1.
Daily Average Flow, Santa Margarita River at Temecula (USGS Gage 18070302) Obviously, an estimate of da of 8 days is not appropriate – as a flow of 7.5 cfs is unlikely to produce significant scour.
TEDF Continuous Monitoring Result - Daily Average Flow Rate periods will be to produce an effluent that is essentially Columbia River water (i.e., condenser cooling water consisting of untreated Columbia River water from the 242-A Evaporator).
Percent Chance of Exceedance of October through March and AnnualMaximum Daily Average Flow in the SJR at Vernalis 2-212.11.
Daily Average Flow at Each DSM2 Channel at Three Export Rates andThree Delta Inflow Rates 15Figure 3-3.
Of these stations and based on uncorrected data: 39 reported flow values that were above the HYDAT Daily Average Flow for the day of thepeak flow, 22 reported flow values that were above the Maximum HYDAT Daily Average Flow for the day of the peak flow, 3 reported flow values that were new peak flows, and 14 stations reported stage values that went above the existing flow table ranges.
Observed Flow Duration (1/1/1986 to 12/31/1995 ) Modeled Flow Duration (1/1/1986 to 12/31/1995 ) 10000 Daily Average Flow (cfs)1000 100 10 10% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Percent of Time that Flow is Equaled or ExceededFigure D-4.
Daily Average Flow - 0.133 MGD Final phase.Quality: The following effluent limitations shall be required: Effluent Concentrations(Not to Exceed) The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. The effluent shall be chlorinated in a chlorine contact chamber to a residual of 1.0 mg/l with a minimum detention time of 20 minutes.
Daily Average Flow – 0.026 MGD from the treatment system (Interim II phase)Daily Average Flow – 0.039 MGD from the treatment system (Final phase) Quality: The following effluent limitations are required: Effluent Concentrations (Not to Exceed) ParameterDaily Average mg/l7-Day Average mg/lDaily Maximummg/Single Grab mg/lBiochemical Oxygen Demand (5-day)20N/AN/A65Total Suspended Solids20N/AN/A65 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.