Table 3.
Runoff losses from the driveway |
||||||
---|---|---|---|---|---|---|
Percentage of applied |
Mass (g) |
|||||
Interval | Historic | Revised | Ratio | Historic | Revised | Ratio |
Application 1 to study end | 5.2 | 0.43 | 12 | 0.53 | 0.0020 | 265 |
Applications 1 to 2 | 0.026 | 0.0090 | 2.9 | 0.00044 | 0.0000045 | 98 |
Applications 2 to 3 | 3.6 | 0.67 | 5.4 | 0.064 | 0.0014 | 46 |
Applications 3 to 4 | 20 | 0.76 | 26 | 0.35 | 0.00039 | 900 |
Applications 4 to 5 | 5.6 | 0.29 | 19 | 0.097 | 0.00015 | 650 |
Applications 5 to 6 | 1.3 | 0.14 | 9.3 | 0.021 | 0.000070 | 300 |
Application 6 to study end | 0.20 | 0.00567 | 36 | 0.0034 | 0.0000029 | 1200 |