This page contains a Flash digital edition of a book.
Estimating Rock Properties Using Sound Levels from Drilling


conditions, whereas noise level can be categorised into the range of observations. Once a vast domain range has been established based on experiments, a great deal can be predicted based on the relationship between noise level, rock properties and drilling parameters.


Drilling conditions may be a permutation of various parameters such as drill machine type, drill bit type, drill bit diameter, feed mechanism and various other drilling parameters such as thrust, RPM, etc. (see Figure 5). Rock properties that can be accounted for while talking about noise produced are compressive strength, density, abrasivity, etc. The most challenging part is understanding the noise produced. Noise produced cannot be assigned a discrete value; rather, it will be represented by a spectrum curve commonly called the frequency–loudness distribution curve. This feature will drag the relationship in two dimensions of frequency and loudness, because variations in domain will vary across the whole spectrum. An example of a noise spectrum curve is given in Figure 2.


It is clear from the above context that experiments will be perfomed with n number of rocks (with distinct properties) subjected to m number of drilling conditions to obtain a range set of n x m number of spectrum curves. A sample of the data that will be obtained is given in Table 4. The main aim is to end up establishing a mathematical equation that satisfies the observations. It is true that the path is very long, but there may be benefits along the way. These benefits are in the form of the database collected. Each time an experiment is performed to add new data to the database, there is an increase in the possibility of predicting the rock type, knowing the conditions and noise spectrum curve. This prediction can be done with a computer program, for which the fuel would be the


Figure 3: Effect of Compressive Strength of Rock on Sound Levels Near the Drill Bit for a Constant Thrust of 160N and Varying Air Pressure1


121.5 122.0 122.5 123.0


121.0 120.5 120.0


1,000


1,200 1,400 1,600 1,800 2,000 2,200 2,400 Compressive strength (kg/cm2


) 5.0 kg/cm2 5.5 kg/cm2 6.0 kg/cm2 7.0 kg/cm2


database. If a microprocessor is brought into picture, the maximum benefit can be obtained by creating a user interface in the program that can help the user to negotiate the field contours in a 3D interactive way.


The programme will have the provision to input drill conditions and determine the drill hole location. For each hole a noise spectrum curve will be input using a suitable device, such as a noise spectrum analyser. These noise spectrum curves may vary with the depth of the hole (especially at the surface where two different rock layers are in contact). All of the input data will be compared with a database (corresponding to a particular drill condition). Based on the result, a 3D


SURVEY


NAVIGATION


POSITIONING


Superior Navigation Services to the Marine Survey & Geophysical Industry Streamer & TZ/OBC Seismic Navigation Systems


Industry First Patents Pending Integrated Navigation System for Multi-Streamer High Resolution Seismic


DSV & Construction Positioning GIS & Mapping


HOUSTON +1 281 491 3123 WWW.NCS-SUBSEA.COM PERTH +61 8 9467 4072


A-weighted sound level (dB)


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88  |  Page 89  |  Page 90  |  Page 91  |  Page 92  |  Page 93  |  Page 94  |  Page 95  |  Page 96  |  Page 97  |  Page 98  |  Page 99  |  Page 100  |  Page 101  |  Page 102  |  Page 103  |  Page 104  |  Page 105  |  Page 106  |  Page 107  |  Page 108  |  Page 109  |  Page 110  |  Page 111  |  Page 112  |  Page 113  |  Page 114  |  Page 115  |  Page 116  |  Page 117  |  Page 118  |  Page 119  |  Page 120  |  Page 121  |  Page 122  |  Page 123  |  Page 124