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Surgil ESIA Report - Volume III - EKN

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Management procedure of the drilling wastes<br />

(cuttings barns) recycling, generated during<br />

production wells drilling in <strong>Surgil</strong> field<br />

where: К 1 – factor considering degree of meteorological station security. It is defined according to<br />

table 1 of Appendix 2 (“Instructions on calculation of evaporation from reservoirs surface”. L. Gidrometeoizdat,<br />

1969). In our case, the factor considering degree of meteorological station security is<br />

equal to 1.3;<br />

К 2 – factor considering relief character in observation point of. It is defined according to table<br />

2 of Appendix 2 (“Instructions on calculation of evaporation from reservoirs surface”. L. Gidrometeoizdat,<br />

1969). In our case, the factor considering degree of meteorological station security is<br />

equal to 1.0;<br />

К 3 – factor considering average length of air stream speeding-up over reservoir at its various<br />

security. It is defined according to table 3 of Appendix 2 (“Instructions on calculation of evaporation<br />

from reservoirs surface”. L. Gidrometeoizdat, 1969). In our case, the factor considering degree<br />

of meteorological station security is equal to 0.55;<br />

v ф – wind speed at the height of weathercock for design period of time (month), m/s.<br />

Conversion factor is calculated by formula:<br />

r = (К х е п – е 200 ) / (е п – е 200 ), (P2.4)<br />

where: К – factor considering relative reduction of steam tension over mud and depending on<br />

chemical compound and concentration of dissolved substances. For binary mud the volume of factor<br />

considering relative reduction of steam tension over mud is defined depending on the nature of<br />

the dissolved substance, its concentration expressed in weight percent and temperature according to<br />

Appendix 11 (“Instructions on calculation of evaporation from reservoirs surface”. L. Gidrometeoizdat,<br />

1969). In our case, the factor considering relative reduction of steam tension over mud is<br />

equal to 0.94.<br />

calculations of water thickness evaporation from cuttings storages by months, carried out by<br />

formulas P3.1-P3.4. by months are resulted in table P3.1.<br />

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