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Surgil ESIA Report - Volume III - EKN

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“Management of Ustyurt GCC infrastructure objects<br />

and <strong>Surgil</strong> GCF construction” UE »<br />

Appendix 3<br />

CALCULATION OF LIQUID EVAPORATION THICKNESS FROM SURFACE LAYER<br />

IN THE REGION OF SURGIL FIELD<br />

Calculation of evaporation from turbid and saline reservoirs and storages of industrial drains<br />

is carried out according to method resulted in “Instructions on calculation of evaporation from reservoirs<br />

surface”. L. Gidrometeoizdat, 1969 - by formula:<br />

E m = r х E o , (P3.1)<br />

where: E p – mud evaporation from industrial drain;<br />

E o – pure fresh water evaporation for the same period of time;<br />

r – conversion factor from evaporation with pure fresh water to evaporation from mud.<br />

Evaporation volume from reservoir E o (mm) located in the plain territory is defined by formula:<br />

E o = 0.14 х п х (е п – е 200 ) х (1 + 0.72 x v 200 ), (P3.2)<br />

where: п – number of days in design time space (month);<br />

е п – average value of maximal steam tension, mb. It is defined according to tables in Appendix<br />

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

1969);<br />

е 200 – average value of steam tension (absolute air humidity) over reservoir at the height of<br />

200sm, mb;<br />

v 200 – average value of wind speed over reservoir at the height of 200sm, m/s.<br />

Average value of steam tension (absolute air humidity) reservoir at the height of 200sm<br />

е 200 (mb) is calculated by formula:<br />

е 200 = е’ 200 + (0.8 х е п – е’ 200 ) х М, (P3.3)<br />

where: е’ 200 – average for design time space of air humidity measured at nearby meteorological station,<br />

mb;<br />

М –transformation ratio considering average air humidity and temperature change depending<br />

on the reservoir capacity. Defined under table 4 (“Instructions on calculation of evaporation<br />

from reservoirs surface”. L. Gidrometeoizdat, 1969). In our case, transformation ratio changes depending<br />

on season of year from 0.01 to 0.003.<br />

Average value of wind speed over reservoir at the height of 200sm v 200 (m/s) is calculated<br />

by formula:<br />

v 200 = К 1 х К 2 х К 3 х v ф , (P3.4)<br />

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