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The use of discrete urban classes to determine curve numbers is also explored.
Kaleidagraph software routines for least square error curve fitting were used to determine curve fits and parameter values with associated standard errors.
In each case, data were fit to a standard, four parameter equation to determine curve top, bottom, concentration producing 50% inhibition (IC50) and Hill Slope.
We have used the concentration effect curve in Figure 2b to estimate the release rates for our experimental conditions (0.7, 1, 2, and 4 mM [Ca2+]o; we have included additional experiments to determine curve parameters more precisely, see point 3 below).
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Hjelmfelt (1991), Hawkins (1993) and Bonta (1997) suggested procedures for determining curve numbers using field data of storm rainfall and runoff.
Finally, it was shown that the corrected relative permeability curves appeared to apply to a more water-wet porous medium than did the experimentally determined curves.
This implies that outside a Chordal SLEκ null set, where 0<κ≤4, the signature series of curves uniquely determine the curves.
The maximum slope of APD80 restitution curve was determined after curve fitting by first-order exponential fitting.
The average cell count of each day was used to determine growth curves and doubling time.
Tumor long axis was measured and followed to determine growth curves.
Tumours were measured daily during therapy to determine growth curves.
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