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River A at a certain date has a discharge of 1242 cfs and a .pdf
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River A at a certain date has a discharge of 1242 cfs and a gage height of 5.01ft. River B on the same date has a discharge of 5,357cfs and a gage height of 5.047ft. Use the equations for state discharge of River A where Q= 2.47h^3.895 and River B where Q= 9.6h^2.2829, to predict the discharge of the river with the following values..
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River A at a certain date has a discharge of 1242 cfs and a .pdf
- River A at a certain date has a discharge of 1242 cfs and a gage height of 5.01ft. River B on the same date has a discharge of 5,357cfs and a gage height of 5.047ft. Use the equations for state discharge of River A where Q= 2.47h^3.895 and River B where Q= 9.6h^2.2829, to predict the discharge of the river with the following values.
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