Framework Water Quality Restoration Plan And Total Maximum Daily Loads (Tmdls) for the Lake Helena Watershed Planning Area : volume Ii 2004 Appendix G
Framework Water Quality Restoration Plan And Total Maximum Daily Loads (Tmdls) for the Lake Helena Watershed Planning Area : volume Ii 2004 Appendix G
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MT41 1006_040 Segments ASARCO Dam to Wylie Drive 67.0° F 69.2 ° F -2.2° F 3.1% Increase vegetation density with a loss of only 1.5 cfs. Inflow from restoration in upstream segment.
MT41 1006_030 MT41 1006_020 Public Review Draft G-21 Model Scenarios Appendix G Table G-13. SSTEMP input variables for tine TIVIDL restoration strategy for Pricl^ly Pear Creels from Lump Gulcli to Wylie Drive.
input Parameter Segment 1 Segment 2 Segment 3 Segment Inflow (cfs) 8.55 18.9 17.5 Segment Outflow (cfs) 9.9 ...17.5 16.0 Inflow Temperature (-F) 55.0 64.3 66.1 Accretion Temperature (-F) 53.0 53.0 53.0 Latitude (degrees) 46.55 46.57 46.59 Dam at Head of Segment Not checked Not checked Checked Segment Length 7.40 2.28 1.56 Upstream Elevation (ft) 4195 3975 3900 Downstream Elevation (ft) 3975 3900 3838 Width's A Term (s/ft^) 16.7 17.0 15 BTerm 0.099 0.10 0.11 Manning's n 0.034 0.032 0.035 Air Temperature (° F) 77.28 77.81 78.06 Maximum Air Temperature (° F) Not checked Not checked Not checked Relative Humidity (%) 34.0 33.4 33.2 Wind Speed (mph) 7.1 7.1 7.1 Ground Temperature (° F) 55 55 55 Thermal Gradient (j/mVs/C) 1.65 1.65 1.65 Possible Sun (%) 90 90 90 Dust Coefficient 5 5 5 Ground Reflectivity (%) 25 25 25 Table G-14.
What to read after Framework Water Quality Restoration Plan And Total Maximum Daily Loads (Tmdls) for the Lake Helena Watershed Planning Area : volume Ii 2004 Appendix G?
You can find similar books in the "Read Also" column, or choose other free books by Montana.Dept. of Environmental Quality to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
MT41 1006_040 Segments ASARCO Dam to Wylie Drive 67.0° F 69.2 ° F -2.2° F 3.1% Increase vegetation density with a loss of only 1.5 cfs. Inflow from restoration in upstream segment.
MT41 1006_030 MT41 1006_020 Public Review Draft G-21 Model Scenarios Appendix G Table G-13. SSTEMP input variables for tine TIVIDL restoration strategy for Pricl^ly Pear Creels from Lump Gulcli to Wylie Drive.
input Parameter Segment 1 Segment 2 Segment 3 Segment Inflow (cfs) 8.55 18.9 17.5 Segment Outflow (cfs) 9.9 ...17.5 16.0 Inflow Temperature (-F) 55.0 64.3 66.1 Accretion Temperature (-F) 53.0 53.0 53.0 Latitude (degrees) 46.55 46.57 46.59 Dam at Head of Segment Not checked Not checked Checked Segment Length 7.40 2.28 1.56 Upstream Elevation (ft) 4195 3975 3900 Downstream Elevation (ft) 3975 3900 3838 Width's A Term (s/ft^) 16.7 17.0 15 BTerm 0.099 0.10 0.11 Manning's n 0.034 0.032 0.035 Air Temperature (° F) 77.28 77.81 78.06 Maximum Air Temperature (° F) Not checked Not checked Not checked Relative Humidity (%) 34.0 33.4 33.2 Wind Speed (mph) 7.1 7.1 7.1 Ground Temperature (° F) 55 55 55 Thermal Gradient (j/mVs/C) 1.65 1.65 1.65 Possible Sun (%) 90 90 90 Dust Coefficient 5 5 5 Ground Reflectivity (%) 25 25 25 Table G-14.
What to read after Framework Water Quality Restoration Plan And Total Maximum Daily Loads (Tmdls) for the Lake Helena Watershed Planning Area : volume Ii 2004 Appendix G?
You can find similar books in the "Read Also" column, or choose other free books by Montana.Dept. of Environmental Quality to read onlineMoreLess
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