Relation between average and rms velocities
Both the average velocity and the root-mean-square velocity can be regarded as weighted averages along a particular raypath. Discuss the difference between the two velocities from this point of view.
For a bed of constant velocity extending from the surface down to a horizontal reflector at a depth , the two-way traveltime is . If the velocity is not constant and we assume vertical raypaths, we obtain an average velocity by dividing by the two-way traveltime, in effect replacing the actual section by a single constant-velocity layer. When the section consists of a series of horizontal constant-velocity layers, we find by summing the traveltimes through each layer, and dividing the total thickness by this sum.
Dix (1955) showed that better results could be obtained by using the root-mean-square velocity calculated according to the formula,
This formula applies to horizontal velocity layering as the offset goes to zero.
Fermat’s principle of stationary time states that a wave travels from one point to another along a path for which the traveltime is stationary, usually a minimum, compared to that along adjacent paths. This principle can be used to derive laws involving the geometrical aspects of wave travel (see problem 6.3).
For horizontal layering, for a given depth is found by dividing the depth by the total one-way traveltime for a ray traveling vertically down to the required depth. This can be expressed as
where and are the thickness and velocity of the the th bed and is the total thickness. Thus, is the weighted average of the reciprocal of velocity when the weights are the layer vertical thicknesses.
Since the denominator of equation (4.13a) is the total one-way traveltime, we can write the equation in the form
from which we see that is the weighted average of , the weights being the one-way vertical traveltimes through each bed.
Calculate and down to each of the interfaces in Figure 4.13a. Why do they differ (give a geometrical explanation)?
is found by calculating the one-way time to pass through each layer, summing the time increments to a given depth and dividing the sum into the depth; is found from equation (4.13a). The values are shown in Figure 4.13a.
The average velocity is calculated for a straight-line vertical path and is obtained from the weighted average of , the weights being the layer thicknesses, whereas gives more weight to high-velocity beds. This is consistent with the fact that the least-time path between two points involves changes in path direction that increase travel in the high-velocity layers. Thus, using somewhat compensates for the failure of straight-line paths to account for ray bending at interfaces.
Plot and versus depth and versus traveltime and determine the best-fit straight lines for the four cases. What are the main problems in approximating data with functional fits?
Figure 4.13b is the plot of and versus depth and two-way traveltime. Least-squares fits (see Sheriff and Geldart, 1995, problem 15.13) are also tabulated on Figure 4.13b.
Use of any functional form involves approximations. The main problems in approximating data with functional fits are the following:
- We must select a functional form to fit the data and the form selected may be either too simple or too complex. A simple form is easy to determine and use but it may not represent the data with sufficient precision. Use of a more complex form increases the accuracy but at the expense of increased computation time.
- Single points far from the line of the function have a disproportionate effect on the determination of the line.
- When the data are not evenly spaced, data bunched together have less influence on the best-fit line than more widely spaced data.
- The accuracy of functional fits changes with offset because the relative contributions of high-velocity members increases with offset.
|Function||1.00 s||2.00 s||2.10 s||3.10 s|
|i)||2.00 km/s||2.50 km/s||2.67 km/s||3.10 km/s|
|1.00 km||2.50 km||2.80 km||4.80 km|
|ii)||2.00 km/s||2.55 km/s||2.81 km/s||3.24 km/s|
|1.00 km||2.55 km||2.95 km||5.02 km|
|iii)||2.02 km/s||2.54 km/s||2.59 km/s||3.12 km/s|
|1.01 km||2.54 km||2.72 km||4.84 km|
|iv)||2.03 km/s||2.62 km/s||2.68 km/s||3.27 km/s|
|1.02 km||2.62 km||2.81 km||5.07 km|
|Previous section||Next section|
|Functional fits for velocity-depth data||Vertical depth calculations using velocity functions|
|Previous chapter||Next chapter|
|Partitioning at an interface||Seismic velocity|
Also in this chapter
- Accuracy of normal-moveout calculations
- Dip, cross-dip, and angle of approach
- Relationship for a dipping bed
- Reflector dip in terms of traveltimes squared
- Second approximation for dip moveout
- Calculation of reflector depths and dips
- Plotting raypaths for primary and multiple reflections
- Effect of migration on plotted reflector locations
- Resolution of cross-dip
- Variation of reflection point with offset
- Functional fits for velocity-depth data
- Relation between average and rms velocities
- Vertical depth calculations using velocity functions
- Depth and dip calculations using velocity functions
- Weathering corrections and dip/depth calculations
- Using a velocity function linear with depth
- Head waves (refractions) and effect of hidden layer
- Interpretation of sonobuoy data
- Diving waves
- Linear increase in velocity above a refractor
- Time-distance curves for various situations
- Locating the bottom of a borehole
- Two-layer refraction problem